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Citywide Transportation Model and Circulation Study Appendix - 2016 City of Pismo Beach Citywide Transportation Model And Circulation Study Draft Report June 9, 2016 Appendix List of Appendices A. Intersection Traffic Counts B. Level of Service Calculations – Existing Conditions C. Summary of Stakeholder Interviews D. Summary of Public Workshops D1. September 2014 D2. January 2015 E. Citywide Model E1. Existing (Year 2014) E2. General Plan Buildout (Year 2035) with Existing Street Network E3. Model Documentation F. Net Change in Land Use – 2014 vs. 2035 G. General Plan Buildout Volume Adjustment Factors – 2014 vs. 2035 H. Future Sunday Land Use – 2014 vs. 2035 I. Future Statewide Growth Projections J. Level of Service Calculations – General Plan Buildout (Year 2035) Conditions K. Year 2035 Network Alternative Model Volume Plots L. Two-Way Bicycle Lanes – Best Practices M. Pismo Creek Recreational Path – Proposed Alignment N. Transportation Demand Management Report Appendix A    Intersection  Traffic Counts                              This page was intentionally left blank    ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 3 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 8 0 0 0 202 1 0 0 0 118 0 0 0 0 1 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 205 0 0 210 0 0 118 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM0 0 0 0 0 0 0 East Leg North Leg 129 0 0 210 0 0 South Leg 3230 0 0 0 0 West Leg South Leg East Leg 0 0 0 1263 West Leg End Total Ins & Outs North Leg 0 0 0 Northbound Approach 6:00 PM Total Volume Per Leg Start 14-8071-001 NOON Peak Hour NOON PM Count Periods AM 4:00 PM Day:Eastbound ApproachMonte Rd_US 101 NB Off-Ramp and Avila Beach Dr , Pismo Beach PM Peak Hour 0 0 0 126 2-Way Stop (SB/EB)Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 6/5/2014Date: 0 0 Avila Beach Dr 0 0 205 Monte Rd_US 101 NB Off-RampThursday ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 51 76 5 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 197 1 0 0 0 0 0 0 9 0 1 0 0 466 0 0 0 74 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 42 0 45 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 290 0 0 206 0 0 540 0 0 516 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Avila Beach Dr 0 0 290 Shell Beach Rd_US 101 SB Off-RampThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachShell Beach Rd_US 101 SB Off-Ramp and Avila Beach Dr , Pismo Beach PM Peak Hour 516 0 0 0 2-Way Stop (NB/SB) 14-8071-002 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 159 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 0132 West Leg South Leg 8300 0 0 0 246 West Leg East Leg North Leg 132 0 0 722 0 0 87 0 159 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 43 0 0 0 22 1 1 0 0 131 0 0 0 0 1 0 0 58 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 163 1 5 PM 1 0.5 0.5 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 185 0 0 65 0 0 189 0 0 63 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Spyglass Dr 0 0 185 US 101 NB RampsThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachUS 101 NB Ramps and Spyglass Dr , Pismo Beach PM Peak Hour 63 0 0 175 2-Way Stop (NB/WB) 14-8071-003 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 0 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 1750 West Leg South Leg 3740 0 0 0 169 West Leg East Leg North Leg 175 0 0 128 0 0 169 0 0 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 0.5 0.5 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 318 1 36 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 172 1 0 0 0 0 0 0 13 1 1 0 0 152 0 0 0 129 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 490 0 0 185 0 0 281 0 0 188 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Spyglass Dr 0 0 490 US 101 SB RampsThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachUS 101 SB Ramps and Spyglass Dr , Pismo Beach PM Peak Hour 188 0 0 0 1-Way Stop (SB) 14-8071-004 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 143 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 0355 West Leg South Leg 7710 0 0 0 143 West Leg East Leg North Leg 355 0 0 373 0 0 0 0 143 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 12 104 100 PM AM NOON PM AM NOON PM Lanes 0 0 136 1 0 0 78 1 0 0 0 11 0 0 276 1 1 0 0 54 0 0 0 21 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 10 68 125 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 100 0 0 490 0 0 86 0 0 279 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Spyglass Dr 0 0 100 Shell Beach RdThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachShell Beach Rd and Spyglass Dr , Pismo Beach PM Peak Hour 279 0 0 215 4-Way Stop 14-8071-005 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 401 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 215216 West Leg South Leg 1860 0 0 0 604 West Leg East Leg North Leg 431 0 0 769 0 0 203 0 401 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 141 1 0 0 0 0 0 0 6 0 1 0 0 284 0 0 0 37 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 15 0 4 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 156 0 0 147 0 0 321 0 0 288 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Shell Beach Blvd 0 0 156 Vista Del Mar AveThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachVista Del Mar Ave and Shell Beach Blvd , Pismo Beach PM Peak Hour 288 0 0 0 3-Way Stop (NB/EB/WB) 14-8071-006 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 43 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 00 West Leg South Leg 4770 0 0 0 62 West Leg East Leg North Leg 0 0 0 435 0 0 19 0 43 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 216 1 0 0 0 0 0 0 14 0 1 0 0 279 0 0 0 13 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 6 0 9 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 222 0 0 230 0 0 292 0 0 288 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Shell Beach Blvd 0 0 222 Esparto AveThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachEsparto Ave and Shell Beach Blvd , Pismo Beach PM Peak Hour 288 0 0 0 3-Way Stop (NB/EB/WB) 14-8071-007 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 27 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 00 West Leg South Leg 5140 0 0 0 42 West Leg East Leg North Leg 0 0 0 518 0 0 15 0 27 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 219 1 0 0 0 0 0 0 10 0 1 0 0 286 0 0 0 10 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 19 0 4 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 238 0 0 229 0 0 296 0 0 290 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Shell Beach Rd 0 0 238 Windward AveThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachWindward Ave and Shell Beach Rd , Pismo Beach PM Peak Hour 290 0 0 0 3-Way Stop (NB/EB/WB) 14-8071-008 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 20 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 00 West Leg South Leg 5340 0 0 0 43 West Leg East Leg North Leg 0 0 0 519 0 0 23 0 20 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 1 52 0 PM AM NOON PM AM NOON PM Lanes 0 0 45 0.5 0 0 2 0.5 0 0 0 0 0 0 211 1 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 112 20 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 115 0 0 258 0 0 0 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM132 0 263 0 0 0 0 East Leg North Leg 118 0 0 258 0 0 South Leg 1150 0 0 0 395 West Leg South Leg East Leg 0 0 0 6553 West Leg End Total Ins & Outs North Leg 0 0 263 Northbound Approach 6:00 PM Total Volume Per Leg Start 14-8071-009 NOON Peak Hour NOON PM Count Periods AM 4:00 PM Day:Eastbound ApproachMattie Rd and US 101 NB Ramps , Pismo Beach PM Peak Hour 0 0 0 65 2-Way Stop (SB/WB)Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 400 PM CONTROL AM Peak Hour 6/5/2014Date: 0 0 US 101 NB Ramps 0 0 115 Mattie RdThursday ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 173 0 88 PM AM NOON PM AM NOON PM Lanes 0 0 117 0 0 0 122 1 0 0 0 17 0 0 0 0 1 0 0 154 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 295 0 0 239 0 0 171 0 0 242 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Price St 0 0 295 Mattie RdThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 400 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachMattie Rd and Price St , Pismo Beach PM Peak Hour 242 0 0 134 Signalized 14-8071-010 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 0 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 134261 West Leg South Leg 4660 0 0 0 0 West Leg East Leg North Leg 395 0 0 481 0 0 0 0 0 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 0 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 41 0 68 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 220 1 0 0 0 0 0 0 0 0 1 0 0 226 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 261 0 0 220 0 0 226 0 0 294 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Price St 0 0 261 US 101 SB Off-RampThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 400 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachUS 101 SB Off-Ramp and Price St , Pismo Beach PM Peak Hour 294 0 0 0 1-Way Stop (SB) 14-8071-011 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 0 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 0109 West Leg South Leg 4870 0 0 0 0 West Leg East Leg North Leg 109 0 0 514 0 0 0 0 0 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 145 150 1 PM AM NOON PM AM NOON PM Lanes 0 0 12 0 0 0 176 1 0 0 0 157 0 0 59 0 1 0 0 0 0 0 0 13 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 16 97 0 PM 1 0 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 337 0 0 247 0 0 170 0 0 1 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Price St_Dolliver St 0 0 337 US 101 SB Off-RampThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachUS 101 SB Off-Ramp and Price St_Dolliver St , Pismo Beach PM Peak Hour 1 0 0 266 4-Way Stop 14-8071-012 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 222 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 266296 West Leg South Leg 5070 0 0 0 335 West Leg East Leg North Leg 562 0 0 248 0 0 113 0 222 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 1 0 0 0 0 1 0 0 0 0 0 0 5 0 1 0 0 0 0 0 0 1 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 1 174 3 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 1 0 0 6 0 0 1 0 0 3 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Bay St 0 0 1 Bello St_US 101 NB On-RampThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachBello St_US 101 NB On-Ramp and Bay St , Pismo Beach PM Peak Hour 3 0 0 175 1-Way Stop (WB) 14-8071-013 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 6 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 1750 West Leg South Leg 20 0 0 0 184 West Leg East Leg North Leg 175 0 0 9 0 0 178 0 6 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 8 10 1 PM AM NOON PM AM NOON PM Lanes 0 0 20 0 0 0 11 1 0 0 0 77 0 0 32 0 1 0 0 98 0 0 0 26 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 7 70 17 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 26 0 0 63 0 0 201 0 0 116 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Wadsworth Ave 0 0 26 Bello StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachBello St and Wadsworth Ave , Pismo Beach PM Peak Hour 116 0 0 167 4-Way Stop 14-8071-014 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 68 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 16719 West Leg South Leg 2270 0 0 0 162 West Leg East Leg North Leg 186 0 0 179 0 0 94 0 68 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 22 1 0 0 0 0 0 0 0 0 1 0 0 135 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 110 0 66 PM 1 0 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 132 0 0 22 0 0 135 0 0 201 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Wadsworth Ave 0 0 132 US 101 NB Off-RampThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachUS 101 NB Off-Ramp and Wadsworth Ave , Pismo Beach PM Peak Hour 201 0 0 0 1-Way Stop (NB) 14-8071-015 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 0 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 00 West Leg South Leg 2670 0 0 0 176 West Leg East Leg North Leg 0 0 0 223 0 0 176 0 0 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0.5 0.5 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 9 186 62 PM AM NOON PM AM NOON PM Lanes 0 0 69 0 0 0 33 1 0 0 0 4 0 0 28 0 1 0 0 56 0 0 0 17 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 9 72 50 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 51 0 0 130 0 0 77 0 0 168 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Wadsworth Ave 0 0 51 Price StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 415 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachPrice St and Wadsworth Ave , Pismo Beach PM Peak Hour 168 0 0 145 4-Way Stop 14-8071-016 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 231 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 145257 West Leg South Leg 1280 0 0 0 362 West Leg East Leg North Leg 402 0 0 298 0 0 131 0 231 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 6 314 8 PM AM NOON PM AM NOON PM Lanes 0 0 15 0 0 0 18 1 0 0 0 6 0 0 32 0 1 0 0 10 0 0 0 20 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 10 169 52 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 34 0 0 65 0 0 36 0 0 70 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Wadsworth Ave 0 0 34 Dolliver StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachDolliver St and Wadsworth Ave , Pismo Beach PM Peak Hour 70 0 0 190 2-Way Stop (EB/WB) 14-8071-017 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 366 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 190328 West Leg South Leg 700 0 0 0 597 West Leg East Leg North Leg 518 0 0 135 0 0 231 0 366 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 68 339 0 PM AM NOON PM AM NOON PM Lanes 0 0 19 0.5 0 0 55 0.5 0 0 0 0 0 0 38 1 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 74 255 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 197 0 0 112 0 0 0 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Pomeroy Ave 0 0 197 Dolliver StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachDolliver St and Pomeroy Ave , Pismo Beach PM Peak Hour 0 0 0 274 Signalized 14-8071-018 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 377 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 274407 West Leg South Leg 1970 0 0 0 706 West Leg East Leg North Leg 681 0 0 112 0 0 329 0 377 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 9 0 3 PM AM NOON PM AM NOON PM Lanes 0 0 6 0 0 0 732 1 1 0 0 5 0 0 0 0 1 0 0 224 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 741 0 0 738 0 0 229 0 0 227 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Price Canyon Rd 0 0 741 Lemoore StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 430 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachLemoore St and Price Canyon Rd , Pismo Beach PM Peak Hour 227 0 0 11 1-Way Stop (NB) 14-8071-019 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 0 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 1112 West Leg South Leg 9700 0 0 0 0 West Leg East Leg North Leg 23 0 0 965 0 0 0 0 0 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 55 2 2 PM AM NOON PM AM NOON PM Lanes 0 0 40 0 0 0 696 1 1 0 0 49 0 0 1 1 1 0 0 234 0 0 0 29 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 9 6 0 PM 0 1 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 760 0 0 737 0 0 312 0 0 236 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Price Canyon Rd 0 0 760 Bello StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 430 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachBello St and Price Canyon Rd , Pismo Beach PM Peak Hour 236 0 0 95 2-Way Stop (NB/SB) 14-8071-020 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 32 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 9559 West Leg South Leg 10720 0 0 0 47 West Leg East Leg North Leg 154 0 0 973 0 0 15 0 32 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 243 10 PM AM NOON PM AM NOON PM Lanes 0 0 73 0.5 0 0 0 0 1 0 0 33 0 0 741 1.5 0.5 0 0 74 0.5 0 0 81 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 176 209 PM 0 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 0 0 0 814 0 0 188 0 0 293 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Hinds Ave 0 0 0 Price StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 415 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachPrice St and Hinds Ave , Pismo Beach PM Peak Hour 293 0 0 282 Signalized 14-8071-021 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 1065 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 282253 West Leg South Leg 1880 0 0 0 1450 West Leg East Leg North Leg 535 0 0 1107 0 0 385 0 1065 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 350 32 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 0 0 0.5 0 0 49 0 0 0 0 1 0 0 60 0.5 0 0 40 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 296 53 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 149 0 0 145 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Hinds Ave 0 0 0 Dolliver StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachDolliver St and Hinds Ave , Pismo Beach PM Peak Hour 145 0 0 345 Signalized 14-8071-022 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 390 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 345382 West Leg South Leg 1490 0 0 0 739 West Leg East Leg North Leg 727 0 0 145 0 0 349 0 390 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 83 977 2 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 0 1 0 0 0 8 0 0 0 0 1 0 0 1 0 0 0 91 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 100 393 0 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 183 0 0 0 0 0 100 0 0 3 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Ocean View Ave 0 0 183 Price St_US 101 RampsThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachPrice St_US 101 Ramps and Ocean View Ave , Pismo Beach PM Peak Hour 3 0 0 401 1-Way Stop (EB) 14-8071-023 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 1068 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 4011062 West Leg South Leg 2830 0 0 0 1561 West Leg East Leg North Leg 1463 0 0 3 0 0 493 0 1068 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 42 472 11 PM AM NOON PM AM NOON PM Lanes 0 0 11 0 0 0 0 1 0 0 0 37 0 0 5 0 1 0 0 0 0 0 0 22 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 16 345 2 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 58 0 0 16 0 0 59 0 0 13 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Pismo Beach Mobile Home Park 0 0 58 Dolliver StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachDolliver St and Pismo Beach Mobile Home Park , Pismo Beach PM Peak Hour 13 0 0 393 Signalized 14-8071-024 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 499 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 393525 West Leg South Leg 1170 0 0 0 862 West Leg East Leg North Leg 918 0 0 29 0 0 363 0 499 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 62 1 0 0 0 0 0 0 51 1 1 0 0 87 0 0 0 142 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 62 0 0 113 0 0 229 0 0 87 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 James Way 0 0 62 US 101 NB On-RampThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 415 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachUS 101 NB On-Ramp and James Way , Pismo Beach PM Peak Hour 87 0 0 0 No Control 14-8071-025 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 193 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 00 West Leg South Leg 2910 0 0 0 193 West Leg East Leg North Leg 0 0 0 200 0 0 0 0 193 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 1 3 PM AM NOON PM AM NOON PM Lanes 0 0 1 0 0 0 55 1 0 0 0 0 0 0 133 1 2 0 0 57 0 0 0 112 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 120 1 217 PM 0.5 0.5 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 175 0 0 189 0 0 169 0 0 277 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 James Way 0 0 175 Fourth St_Paseo Ladera LnThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 415 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachFourth St_Paseo Ladera Ln and James Way , Pismo Beach PM Peak Hour 277 0 0 2 4-Way Stop 14-8071-026 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 246 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 24 West Leg South Leg 3440 0 0 0 584 West Leg East Leg North Leg 6 0 0 466 0 0 338 0 246 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0.5 1.5 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 43 214 0 PM AM NOON PM AM NOON PM Lanes 0 0 84 0.5 0 0 0 0.5 0 0 0 0 0 0 375 1 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 392 232 0 PM 2 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 435 0 0 459 0 0 0 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 US 101 NB Ramps 0 0 435 Fourth StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachFourth St and US 101 NB Ramps , Pismo Beach PM Peak Hour 0 0 0 316 Signalized 14-8071-027 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 589 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 316257 West Leg South Leg 4350 0 0 0 1213 West Leg East Leg North Leg 573 0 0 459 0 0 624 0 589 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 209 270 109 PM AM NOON PM AM NOON PM Lanes 0 0 100 0.5 0 0 68 0.5 1 0 0 191 0 0 69 1 1 0 0 236 1 0 0 523 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 118 338 128 PM 1 1.5 0.5 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 395 0 0 237 0 0 950 0 0 473 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Five Cities Dr 0 0 395 Fourth StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachFourth St and Five Cities Dr , Pismo Beach PM Peak Hour 473 0 0 629 Signalized 14-8071-028 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 862 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 629588 West Leg South Leg 13450 0 0 0 1446 West Leg East Leg North Leg 1217 0 0 710 0 0 584 0 862 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 58 352 29 PM AM NOON PM AM NOON PM Lanes 0 0 25 0 0 0 72 1 1 0 0 88 0 0 144 1 1 0 0 125 1 0 0 288 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 180 181 142 PM 1 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 310 0 0 241 0 0 501 0 0 296 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 James Way 0 0 310 Oak Park BlvdThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 415 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachOak Park Blvd and James Way , Pismo Beach PM Peak Hour 296 0 0 294 Signalized 14-8071-029 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 784 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 294439 West Leg South Leg 8110 0 0 0 1287 West Leg East Leg North Leg 733 0 0 537 0 0 503 0 784 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 2 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 275 685 138 PM AM NOON PM AM NOON PM Lanes 0 0 77 0.5 0 0 31 0.5 1.5 0 0 402 0 0 24 1 0.5 0 0 76 1 0 0 388 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 68 617 24 PM 1 1.5 0.5 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 374 0 0 132 0 0 866 0 0 238 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 El Camino Real 0 0 374 Oak Park BlvdThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachOak Park Blvd and El Camino Real , Pismo Beach PM Peak Hour 238 0 0 1096 Signalized 14-8071-030 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 1097 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 10961098 West Leg South Leg 12400 0 0 0 1806 West Leg East Leg North Leg 2194 0 0 370 0 0 709 0 1097 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0.5 1 1.5 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 142 58 591 PM AM NOON PM AM NOON PM Lanes 0 0 43 1 0 0 167 1 1 0 0 66 0 0 46 1 1.5 0 0 95 0.5 0 0 4 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 15 26 43 PM 1 0.5 0.5 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 324 0 0 256 0 0 165 0 0 729 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Five Cities Dr 0 0 324 US 101 SB RampsThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachUS 101 SB Ramps and Five Cities Dr , Pismo Beach PM Peak Hour 729 0 0 135 Signalized 14-8071-031 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 108 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 135791 West Leg South Leg 4890 0 0 0 192 West Leg East Leg North Leg 926 0 0 985 0 0 84 0 108 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 0.5 0.5 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 115 1 84 PM AM NOON PM AM NOON PM Lanes 0 0 1 0.3 0 0 112 0.3 1 0 0 243 0 0 2 0.3 1 0 0 205 0 0 0 6 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 2 1 4 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 229 0 0 115 0 0 454 0 0 293 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Five Cities Dr _El Camino Real 0 0 229 US-101 SB Ramps (4th St)Thursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachUS-101 SB Ramps (4th St) and Five Cities Dr _El Camino Real , Pismo Beach PM Peak Hour 293 0 0 245 3-Way Stop (SB/EB/WB) 14-8071-032 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 9 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 245200 West Leg South Leg 6830 0 0 0 16 West Leg East Leg North Leg 445 0 0 408 0 0 7 0 9 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 53 35 22 PM AM NOON PM AM NOON PM Lanes 0 0 24 0 0 0 355 1 1 0 0 54 0 0 189 1 1.5 0 0 489 0.5 0 0 3 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 294 13 25 PM 1 1 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 702 0 0 568 0 0 546 0 0 536 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 West Branch St 0 0 702 Camino Mercado-US 101 NB RampsThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 430 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachCamino Mercado-US 101 NB Ramps and West Branch St , Pismo Beach PM Peak Hour 536 0 0 91 Signalized 14-8071-033 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 227 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 91110 West Leg South Leg 12480 0 0 0 559 West Leg East Leg North Leg 201 0 0 1104 0 0 332 0 227 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0.5 1.5 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 182 660 201 PM AM NOON PM AM NOON PM Lanes 0 0 278 1 0 0 74 0.5 0 0 0 0 0 0 439 1.5 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 230 441 415 PM 1 1.5 0.5 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 486 0 0 791 0 0 0 0 0 616 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 West Branch St-US 101 NB On- Ramp 0 0 486 Oak Park BlvdThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 430 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachOak Park Blvd and West Branch St-US 101 NB On-Ramp , Pismo Beach PM Peak Hour 616 0 0 719 Signalized 14-8071-034 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 1099 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 7191043 West Leg South Leg 4860 0 0 0 2185 West Leg East Leg North Leg 1762 0 0 1407 0 0 1086 0 1099 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 0.5 0.5 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 155 292 34 PM AM NOON PM AM NOON PM Lanes 0 0 31 0 0 0 68 1 1 0 0 295 0 0 10 1 0.5 0 0 54 0.5 0 0 207 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 344 53 2 PM 1.5 0.5 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 567 0 0 109 0 0 556 0 0 90 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 El Camino Real 0 0 567 US 101 SB RampsThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 430 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachUS 101 SB Ramps and El Camino Real , Pismo Beach PM Peak Hour 90 0 0 379 Signalized 14-8071-035 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 509 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 379481 West Leg South Leg 11230 0 0 0 908 West Leg East Leg North Leg 860 0 0 199 0 0 399 0 509 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 19 256 10 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 101 165 2 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 121 0 0 1 0 0 0 0 0 12 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Pomeroy Ave 0 0 121 Price StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachPrice St and Pomeroy Ave , Pismo Beach PM Peak Hour 12 0 0 165 2-Way Stop (NB/SB) 14-8071-040 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 256 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 165285 West Leg South Leg 1210 0 0 0 524 West Leg East Leg North Leg 450 0 0 13 0 0 268 0 256 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 65 1003 1 PM AM NOON PM AM NOON PM Lanes 0 0 2 0 0 0 0 1 0 0 0 10 0 0 0 0 1 0 0 0 0 0 0 42 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 27 365 1 PM 0 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 92 0 0 2 0 0 52 0 0 2 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Stimson Ave 0 0 92 Price StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachPrice St and Stimson Ave , Pismo Beach PM Peak Hour 2 0 0 377 1-Way Stop (EB) 14-8071-041 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 1045 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 3771069 West Leg South Leg 1440 0 0 0 1438 West Leg East Leg North Leg 1446 0 0 4 0 0 393 0 1045 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 19 369 7 PM AM NOON PM AM NOON PM Lanes 0 0 9 0 0 0 1 1 0 0 0 8 0 0 9 0 1 0 0 7 0 0 0 36 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 14 228 19 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 34 0 0 19 0 0 51 0 0 33 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Main St 0 0 34 Dolliver StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 430 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachDolliver St and Main St , Pismo Beach PM Peak Hour 33 0 0 245 2-Way Stop (EB/WB) 14-8071-042 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 414 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 245395 West Leg South Leg 850 0 0 0 675 West Leg East Leg North Leg 640 0 0 52 0 0 261 0 414 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 32 341 13 PM AM NOON PM AM NOON PM Lanes 0 0 7 0 0 0 29 1 0 0 0 15 0 0 37 0 1 0 0 28 0 0 0 14 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 28 328 7 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 89 0 0 73 0 0 57 0 0 48 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Stimson Ave 0 0 89 Dolliver StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachDolliver St and Stimson Ave , Pismo Beach PM Peak Hour 48 0 0 350 2-Way Stop (EB/WB) 14-8071-043 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 392 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 350386 West Leg South Leg 1460 0 0 0 755 West Leg East Leg North Leg 736 0 0 121 0 0 363 0 392 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 7 367 24 PM AM NOON PM AM NOON PM Lanes 0 0 22 0 0 0 29 1 0 0 0 3 0 0 131 0 1 0 0 13 0 0 0 4 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 8 337 54 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 44 0 0 182 0 0 20 0 0 91 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Ocean View Ave 0 0 44 Dolliver StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachDolliver St and Ocean View Ave , Pismo Beach PM Peak Hour 91 0 0 362 2-Way Stop (EB/WB) 14-8071-044 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 502 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 362398 West Leg South Leg 640 0 0 0 901 West Leg East Leg North Leg 760 0 0 273 0 0 399 0 502 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 20 0 0 0 99 1 0 0 0 0 0 0 77 0 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 99 0 0 196 0 0 0 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Pomeroy Ave 0 0 99 Cypress StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachCypress St and Pomeroy Ave , Pismo Beach PM Peak Hour 0 0 0 20 1-Way Stop (WB) 14-8071-045 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 77 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 200 West Leg South Leg 990 0 0 0 77 West Leg East Leg North Leg 20 0 0 196 0 0 0 0 77 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 37 31 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.5 0 0 96 0.5 0 0 40 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 39 PM 0 0 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 136 0 0 166 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Hinds Ave 0 0 0 Cypress StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 430 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachCypress St and Hinds Ave , Pismo Beach PM Peak Hour 166 0 0 0 3-Way Stop (NB/SB/EB) 14-8071-046 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 77 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 068 West Leg South Leg 1360 0 0 0 116 West Leg East Leg North Leg 68 0 0 166 0 0 39 0 77 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 9 48 18 PM AM NOON PM AM NOON PM Lanes 0 0 20 0 0 0 35 1 0 0 0 5 0 0 8 0 1 0 0 20 0 0 0 9 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 2 23 5 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 46 0 0 63 0 0 34 0 0 43 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Stimson Ave 0 0 46 Cypress StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachCypress St and Stimson Ave , Pismo Beach PM Peak Hour 43 0 0 48 2-Way Stop (EB/WB) 14-8071-047 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 65 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 4875 West Leg South Leg 800 0 0 0 95 West Leg East Leg North Leg 123 0 0 106 0 0 30 0 65 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 8 56 2 PM AM NOON PM AM NOON PM Lanes 0 0 9 0 0 0 27 1 0 0 0 5 0 0 10 0 1 0 0 7 0 0 0 6 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 18 5 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 35 0 0 46 0 0 18 0 0 14 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Ocean View Ave 0 0 35 Cypress StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 430 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachCypress St and Ocean View Ave , Pismo Beach PM Peak Hour 14 0 0 32 2-Way Stop (EB/WB) 14-8071-048 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 72 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 3266 West Leg South Leg 530 0 0 0 95 West Leg East Leg North Leg 98 0 0 60 0 0 23 0 72 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 4 469 8 PM AM NOON PM AM NOON PM Lanes 0 0 6 0 0 0 0 1 0 0 0 13 0 0 2 0 1 0 0 0 0 0 0 55 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 3 391 6 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 7 0 0 8 0 0 68 0 0 14 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Cypress St 0 0 7 Dolliver StThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 500 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachDolliver St and Cypress St , Pismo Beach PM Peak Hour 14 0 0 410 2-Way Stop (EB/WB) 14-8071-049 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 526 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 410481 West Leg South Leg 750 0 0 0 926 West Leg East Leg North Leg 891 0 0 22 0 0 400 0 526 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 0 1 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 71 0 20 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 752 2 0 0 0 0 0 0 0 0 1 0 0 294 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 823 0 0 752 0 0 294 0 0 314 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Hinds Ave 0 0 823 US 101 SB Off-RampThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 430 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachUS 101 SB Off-Ramp and Hinds Ave , Pismo Beach PM Peak Hour 314 0 0 0 1-Way Stop (SB) 14-8071-050 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 0 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 091 West Leg South Leg 11170 0 0 0 0 West Leg East Leg North Leg 91 0 0 1066 0 0 0 0 0 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 146 1 0 0 0 0 0 0 9 1 1 0 0 308 0 0 0 17 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 13 0 16 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 159 0 0 155 0 0 325 0 0 324 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 Shell Beach Rd 0 0 159 Terrace AveThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 445 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachTerrace Ave and Shell Beach Rd , Pismo Beach PM Peak Hour 324 0 0 0 3-Way Stop (NB/EB/WB) 14-8071-051 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 26 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 00 West Leg South Leg 4840 0 0 0 55 West Leg East Leg North Leg 0 0 0 479 0 0 29 0 26 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 1 0 15 PM AM NOON PM AM NOON PM Lanes 0 0 21 0 0 0 156 1 1 0 0 7 0 0 0 0 1 0 0 210 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 157 0 0 177 0 0 217 0 0 225 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/5/2014Date: 0 0 James Way 0 0 157 Ridge RdThursday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 415 PM CONTROL AM Peak Hour 4:00 PM Day:Eastbound ApproachRidge Rd and James Way , Pismo Beach PM Peak Hour 225 0 0 28 3-Way Stop (SB/EB/WB) 14-8071-052 NOON Peak Hour NOON PM Count Periods AM End Total Ins & Outs North Leg 0 0 0 Northbound Approach 6:00 PM Total Volume Per Leg Start South Leg East Leg 0 0 0 2816 West Leg South Leg 3740 0 0 0 0 West Leg East Leg North Leg 44 0 0 402 0 0 0 0 0 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 391 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 391 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM0 0 391 0 0 0 0 East Leg North Leg 0 0 0 0 0 0 South Leg 3910 0 0 0 391 West Leg South Leg East Leg 0 0 0 00 West Leg End Total Ins & Outs North Leg 0 0 391 Northbound Approach 6:00 PM Total Volume Per Leg Start 14-8071-102 NOON Peak Hour NOON PM Count Periods AM 4:00 PM Day:Eastbound ApproachUS 101 SB On-Ramp and Avila Beach Dr , Pismo Beach PM Peak Hour 0 0 0 0 2-Way Stop (NB/SB)Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 430 PM CONTROL AM Peak Hour 6/5/2014Date: 0 0 Avila Beach Dr 0 0 0 US 101 SB On-RampThursday ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 1 City: AM 0 0 0 AM NOON 6 188 72 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 148 0 1 0 0 0 0 0 21 0 0 1 0 185 0 0 0 312 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 305 0 30 NOON PM 0 0 0 PM 1 0 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 459 0 0 169 0 0 497 0 0 287 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM0 0 0 0 266 0 0 East Leg North Leg 0 0 456 0 0 266 South Leg 00 956 0 856 0 West Leg South Leg East Leg 0 521 335 00 West Leg End Total Ins & Outs North Leg 0 521 0 Northbound Approach Total Volume Per Leg Start 14-8071-012 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM Day:Eastbound ApproachUS 101 SB Off-Ramp and Price St_Dolliver St , Pismo Beach PM Peak Hour 0 0 0 0 4-Way Stop Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour 6/29/2014Date: 0 287 Price St_Dolliver St 0 459 0 US 101 SB Off-RampSunday ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 62 0 1 0 0 0 0 0 0 0 0 1 0 278 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 83 0 45 NOON PM 0 0 0 PM 1 0 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 145 0 0 62 0 0 278 0 0 323 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 323 Wadsworth Ave 0 145 0 US 101 NB Off-RampSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1130 AM CONTROL AM Peak Hour Day:Eastbound ApproachUS 101 NB Off-Ramp and Wadsworth Ave , Pismo Beach PM Peak Hour 0 0 0 0 1-Way Stop (NB) 14-8071-015 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 0 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 0 128 00 West Leg South Leg 00 423 0 128 0 West Leg East Leg North Leg 0 0 385 0 0 0 0 0 0 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0.5 0.5 1 City: AM 0 0 0 AM NOON 4 229 74 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 56 0 0 0 39 0 1 0 0 5 0 0 50 0 0 1 0 68 0 0 0 40 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 26 134 140 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 69 0 0 145 0 0 113 0 0 282 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 282 Wadsworth Ave 0 69 0 Price StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1130 AM CONTROL AM Peak Hour Day:Eastbound ApproachPrice St and Wadsworth Ave , Pismo Beach PM Peak Hour 0 0 195 0 4-Way Stop 14-8071-016 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 319 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 319 300 00 West Leg South Leg 00 182 0 619 0 West Leg East Leg North Leg 0 0 427 0 0 502 0 0 0 0 307 0 195 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 12 468 26 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 15 0 0 0 12 0 1 0 0 9 0 0 25 0 0 1 0 27 0 0 0 29 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 22 374 59 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 46 0 0 52 0 0 65 0 0 112 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 112 Wadsworth Ave 0 46 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Wadsworth Ave , Pismo Beach PM Peak Hour 0 0 398 0 2-Way Stop (EB/WB) 14-8071-017 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 522 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 522 455 00 West Leg South Leg 00 111 0 977 0 West Leg East Leg North Leg 0 0 164 0 0 904 0 0 0 0 506 0 398 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 147 353 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 43 0 0.5 0 139 0 0.5 0 0 0 0 0 106 0 1 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 23 459 0 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 309 0 0 288 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 0 Pomeroy Ave 0 309 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Pomeroy Ave , Pismo Beach PM Peak Hour 0 0 502 0 Signalized 14-8071-018 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 459 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 459 482 00 West Leg South Leg 00 309 0 941 0 West Leg East Leg North Leg 0 0 288 0 0 1002 0 0 0 0 500 0 502 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 0 City: AM 0 0 0 AM NOON 129 4 12 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 20 0 0 0 167 0 1 1 0 134 0 0 0 0 1 1 0 164 0 0 0 25 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 16 9 1 NOON PM 0 0 0 PM 0 1 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 312 0 0 187 0 0 323 0 0 177 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 177 Price Canyon Rd 0 312 0 Bello StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1130 AM CONTROL AM Peak Hour Day:Eastbound ApproachBello St and Price Canyon Rd , Pismo Beach PM Peak Hour 0 0 163 0 2-Way Stop (NB/SB) 14-8071-020 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 29 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 29 26 00 West Leg South Leg 00 635 0 55 0 West Leg East Leg North Leg 0 0 364 0 0 308 0 0 0 0 145 0 163 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 0 City: AM 0 0 0 AM NOON 0 320 30 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 58 0 0.5 0 0 0 0 1 0 93 0 0 314 0 1.5 0.5 0 79 0 0.5 0 87 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 406 198 NOON PM 0 0 0 PM 0 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 0 0 372 0 0 259 0 0 307 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 307 Hinds Ave 0 0 0 Price StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1130 AM CONTROL AM Peak Hour Day:Eastbound ApproachPrice St and Hinds Ave , Pismo Beach PM Peak Hour 0 0 557 0 Signalized 14-8071-021 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 721 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 721 604 00 West Leg South Leg 00 259 0 1325 0 West Leg East Leg North Leg 0 0 679 0 0 907 0 0 0 0 350 0 557 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 392 47 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 0 0 0.5 0 95 0 0 0 0 0 1 0 133 0 0.5 0 44 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 425 82 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 272 0 0 262 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 262 Hinds Ave 0 0 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Hinds Ave , Pismo Beach PM Peak Hour 0 0 520 0 Signalized 14-8071-022 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 436 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 436 507 00 West Leg South Leg 00 272 0 943 0 West Leg East Leg North Leg 0 0 262 0 0 959 0 0 0 0 439 0 520 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 1 City: AM 0 0 0 AM NOON 64 625 5 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 1 0 0 0 1 0 1 0 0 85 0 0 2 0 0 1 0 1 0 0 0 162 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 110 491 6 NOON PM 0 0 0 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 175 0 0 4 0 0 248 0 0 12 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM0 0 0 0 694 0 577 East Leg North Leg 0 0 16 0 0 1271 South Leg 00 423 0 1396 0 West Leg South Leg East Leg 0 789 607 00 West Leg End Total Ins & Outs North Leg 0 789 0 Northbound Approach Total Volume Per Leg Start 14-8071-023 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM Day:Eastbound ApproachPrice St_US 101 Ramps and Ocean View Ave , Pismo Beach PM Peak Hour 0 0 577 0 1-Way Stop (EB)Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1130 AM CONTROL AM Peak Hour 6/29/2014Date: 0 12 Ocean View Ave 0 175 0 Price St_US 101 RampsSunday ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 1 City: AM 0 0 0 AM NOON 48 444 24 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 11 0 0 0 0 0 1 0 0 92 0 0 8 0 0 1 0 0 0 0 0 45 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 39 597 11 NOON PM 0 0 0 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 87 0 0 19 0 0 137 0 0 35 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM0 0 0 0 516 0 700 East Leg North Leg 0 0 54 0 0 1216 South Leg 00 224 0 1144 0 West Leg South Leg East Leg 0 497 647 00 West Leg End Total Ins & Outs North Leg 0 497 0 Northbound Approach Total Volume Per Leg Start 14-8071-024 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM Day:Eastbound ApproachDolliver St and Pismo Beach Mobile Home Park , Pismo Beach PM Peak Hour 0 0 700 0 Signalized Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1130 AM CONTROL AM Peak Hour 6/29/2014Date: 0 35 Pismo Beach Mobile Home Park 0 87 0 Dolliver StSunday ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 74 334 12 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 240 304 2 NOON PM 0 0 0 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 315 0 0 1 0 0 0 0 0 14 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM0 0 0 0 420 0 304 East Leg North Leg 0 0 15 0 0 724 South Leg 00 315 0 880 0 West Leg South Leg East Leg 0 334 546 00 West Leg End Total Ins & Outs North Leg 0 334 0 Northbound Approach Total Volume Per Leg Start 14-8071-040 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM Day:Eastbound ApproachPrice St and Pomeroy Ave , Pismo Beach PM Peak Hour 0 0 304 0 2-Way Stop (NB/SB)Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour 6/29/2014Date: 0 14 Pomeroy Ave 0 315 0 Price StSunday ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 0 City: AM 0 0 0 AM NOON 57 658 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 0 1 0 0 57 0 0 1 0 0 1 0 0 0 0 0 31 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 26 553 1 NOON PM 0 0 0 PM 0 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 83 0 0 1 0 0 88 0 0 1 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 1 Stimson Ave 0 83 0 Price StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1130 AM CONTROL AM Peak Hour Day:Eastbound ApproachPrice St and Stimson Ave , Pismo Beach PM Peak Hour 0 0 610 0 1-Way Stop (EB) 14-8071-041 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 690 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 690 580 00 West Leg South Leg 00 171 0 1270 0 West Leg East Leg North Leg 0 0 2 0 0 1325 0 0 0 0 715 0 610 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 44 416 20 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 28 0 0 0 10 0 1 0 0 29 0 0 12 0 0 1 0 18 0 0 0 76 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 57 416 87 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 111 0 0 50 0 0 123 0 0 125 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 125 Main St 0 111 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Main St , Pismo Beach PM Peak Hour 0 0 473 0 2-Way Stop (EB/WB) 14-8071-042 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 504 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 504 560 00 West Leg South Leg 00 234 0 1064 0 West Leg East Leg North Leg 0 0 175 0 0 953 0 0 0 0 480 0 473 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 23 345 30 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 17 0 0 0 27 0 1 0 0 7 0 0 115 0 0 1 0 16 0 0 0 16 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 11 517 167 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 61 0 0 159 0 0 39 0 0 213 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 213 Ocean View Ave 0 61 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Ocean View Ave , Pismo Beach PM Peak Hour 0 0 541 0 2-Way Stop (EB/WB) 14-8071-044 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 476 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 476 695 00 West Leg South Leg 00 100 0 1171 0 West Leg East Leg North Leg 0 0 372 0 0 939 0 0 0 0 398 0 541 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 13 0 0 0 199 0 1 0 0 0 0 0 99 0 0 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 199 0 0 311 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 0 Pomeroy Ave 0 199 0 Cypress StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1115 AM CONTROL AM Peak Hour Day:Eastbound ApproachCypress St and Pomeroy Ave , Pismo Beach PM Peak Hour 0 0 13 0 1-Way Stop (WB) 14-8071-045 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 99 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 99 0 00 West Leg South Leg 00 199 0 99 0 West Leg East Leg North Leg 0 0 311 0 0 13 0 0 0 0 0 0 13 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 50 39 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.5 0 107 0 0.5 0 69 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 127 NOON PM 0 0 0 PM 0 0 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 176 0 0 273 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM0 0 0 0 89 0 0 East Leg North Leg 0 0 273 0 0 89 South Leg 00 176 0 246 0 West Leg South Leg East Leg 0 119 127 00 West Leg End Total Ins & Outs North Leg 0 119 0 Northbound Approach Total Volume Per Leg Start 14-8071-046 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM Day:Eastbound ApproachCypress St and Hinds Ave , Pismo Beach PM Peak Hour 0 0 0 0 3-Way Stop (NB/SB/EB)Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour 6/29/2014Date: 0 273 Hinds Ave 0 0 0 Cypress StSunday ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 28 62 31 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 65 0 0 0 59 0 1 0 0 27 0 0 37 0 0 1 0 25 0 0 0 24 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 6 43 19 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 93 0 0 161 0 0 76 0 0 75 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 75 Stimson Ave 0 93 0 Cypress StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour Day:Eastbound ApproachCypress St and Stimson Ave , Pismo Beach PM Peak Hour 0 0 135 0 2-Way Stop (EB/WB) 14-8071-047 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 123 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 123 68 00 West Leg South Leg 00 169 0 191 0 West Leg East Leg North Leg 0 0 236 0 0 256 0 0 0 0 121 0 135 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 20 80 21 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 15 0 0 0 25 0 1 0 0 15 0 0 13 0 0 1 0 26 0 0 0 26 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 3 36 14 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 48 0 0 53 0 0 67 0 0 61 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 61 Ocean View Ave 0 48 0 Cypress StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour Day:Eastbound ApproachCypress St and Ocean View Ave , Pismo Beach PM Peak Hour 0 0 66 0 2-Way Stop (EB/WB) 14-8071-048 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 119 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 119 53 00 West Leg South Leg 00 115 0 172 0 West Leg East Leg North Leg 0 0 114 0 0 187 0 0 0 0 121 0 66 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 1 City: AM 0 0 0 AM NOON 5 429 8 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 23 0 0 0 1 0 1 0 0 19 0 0 15 0 0 1 0 1 0 0 0 70 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 12 666 25 NOON PM 0 0 0 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 18 0 0 39 0 0 90 0 0 34 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 34 Cypress St 0 18 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1130 AM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Cypress St , Pismo Beach PM Peak Hour 0 0 708 0 2-Way Stop (EB/WB) 14-8071-049 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 514 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 514 703 00 West Leg South Leg 00 108 0 1217 0 West Leg East Leg North Leg 0 0 73 0 0 1150 0 0 0 0 442 0 708 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 0 1 City: AM 0 0 0 AM NOON 63 0 18 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 325 0 2 0 0 0 0 0 0 0 0 1 0 292 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 388 0 0 325 0 0 292 0 0 310 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 6/29/2014Date: 0 310 Hinds Ave 0 388 0 US 101 SB Off-RampSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1115 AM CONTROL AM Peak Hour Day:Eastbound ApproachUS 101 SB Off-Ramp and Hinds Ave , Pismo Beach PM Peak Hour 0 0 0 0 1-Way Stop (SB) 14-8071-050 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 0 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 0 0 00 West Leg South Leg 00 680 0 0 0 West Leg East Leg North Leg 0 0 635 0 0 81 0 0 0 0 81 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 1 City: AM 0 0 0 AM NOON 11 218 97 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 254 0 1 0 0 0 0 0 38 0 0 1 0 270 0 0 0 245 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 300 0 44 NOON PM 0 0 0 PM 1 0 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 565 0 0 292 0 0 515 0 0 411 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 411 Price St_Dolliver St 0 565 0 US 101 SB Off-RampSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour Day:Eastbound ApproachUS 101 SB Off-Ramp and Price St_Dolliver St , Pismo Beach PM Peak Hour 0 0 0 0 4-Way Stop 14-8071-012 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 501 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 501 344 00 West Leg South Leg 00 1080 0 845 0 West Leg East Leg North Leg 0 0 703 0 0 326 0 0 0 0 326 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 59 0 1 0 0 0 0 0 0 0 0 1 0 283 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 77 0 58 NOON PM 0 0 0 PM 1 0 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 136 0 0 59 0 0 283 0 0 341 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 341 Wadsworth Ave 0 136 0 US 101 NB Off-RampSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachUS 101 NB Off-Ramp and Wadsworth Ave , Pismo Beach PM Peak Hour 0 0 0 0 1-Way Stop (NB) 14-8071-015 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 0 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 0 135 00 West Leg South Leg 00 419 0 135 0 West Leg East Leg North Leg 0 0 400 0 0 0 0 0 0 0 0 0 0 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0.5 0.5 1 City: AM 0 0 0 AM NOON 24 278 121 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 50 0 0 0 26 0 1 0 0 13 0 0 32 0 0 1 0 62 0 0 0 42 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 28 209 135 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 78 0 0 108 0 0 117 0 0 318 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM0 0 0 0 423 0 272 East Leg North Leg 0 0 426 0 0 695 South Leg 00 195 0 724 0 West Leg South Leg East Leg 0 352 372 00 West Leg End Total Ins & Outs North Leg 0 352 0 Northbound Approach Total Volume Per Leg Start 14-8071-016 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM Day:Eastbound ApproachPrice St and Wadsworth Ave , Pismo Beach PM Peak Hour 0 0 272 0 4-Way Stop Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour 5/25/2014Date: 0 318 Wadsworth Ave 0 78 0 Price StSunday ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 13 406 26 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 38 0 0 0 18 0 1 0 0 14 0 0 22 0 0 1 0 18 0 0 0 25 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 21 341 59 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 52 0 0 78 0 0 57 0 0 103 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 103 Wadsworth Ave 0 52 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Wadsworth Ave , Pismo Beach PM Peak Hour 0 0 393 0 2-Way Stop (EB/WB) 14-8071-017 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 453 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 453 421 00 West Leg South Leg 00 109 0 874 0 West Leg East Leg North Leg 0 0 181 0 0 838 0 0 0 0 445 0 393 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 176 276 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 69 0 0.5 0 117 0 0.5 0 0 0 0 0 136 0 1 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 12 486 0 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 305 0 0 322 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 0 Pomeroy Ave 0 305 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Pomeroy Ave , Pismo Beach PM Peak Hour 0 0 555 0 Signalized 14-8071-018 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 412 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 412 498 00 West Leg South Leg 00 305 0 910 0 West Leg East Leg North Leg 0 0 322 0 0 1007 0 0 0 0 452 0 555 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 0 City: AM 0 0 0 AM NOON 209 7 9 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 21 0 0 0 168 0 1 1 0 113 0 0 3 0 1 1 0 144 0 0 0 17 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 18 5 1 NOON PM 0 0 0 PM 0 1 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 395 0 0 192 0 0 274 0 0 154 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 154 Price Canyon Rd 0 395 0 Bello StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachBello St and Price Canyon Rd , Pismo Beach PM Peak Hour 0 0 139 0 2-Way Stop (NB/SB) 14-8071-020 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 27 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 27 24 00 West Leg South Leg 00 669 0 51 0 West Leg East Leg North Leg 0 0 346 0 0 364 0 0 0 0 225 0 139 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 0 City: AM 0 0 0 AM NOON 0 333 12 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 70 0 0.5 0 0 0 0 1 0 94 0 0 426 0 1.5 0.5 0 67 0 0.5 0 95 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 421 164 NOON PM 0 0 0 PM 0 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 0 0 496 0 0 256 0 0 243 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 243 Hinds Ave 0 0 0 Price StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachPrice St and Hinds Ave , Pismo Beach PM Peak Hour 0 0 585 0 Signalized 14-8071-021 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 854 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 854 585 00 West Leg South Leg 00 256 0 1439 0 West Leg East Leg North Leg 0 0 739 0 0 930 0 0 0 0 345 0 585 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 359 45 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 0 0 0.5 0 136 0 0 0 0 0 1 0 132 0 0.5 0 50 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 348 90 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 318 0 0 267 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 267 Hinds Ave 0 0 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Hinds Ave , Pismo Beach PM Peak Hour 0 0 484 0 Signalized 14-8071-022 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 409 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 409 438 00 West Leg South Leg 00 318 0 847 0 West Leg East Leg North Leg 0 0 267 0 0 888 0 0 0 0 404 0 484 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 1 City: AM 0 0 0 AM NOON 121 694 9 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 1 0 1 0 0 71 0 0 1 0 0 1 0 1 0 0 0 120 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 117 513 9 NOON PM 0 0 0 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 239 0 0 2 0 0 192 0 0 19 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 19 Ocean View Ave 0 239 0 Price St_US 101 RampsSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachPrice St_US 101 Ramps and Ocean View Ave , Pismo Beach PM Peak Hour 0 0 584 0 1-Way Stop (EB) 14-8071-023 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 815 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 815 639 00 West Leg South Leg 00 431 0 1454 0 West Leg East Leg North Leg 0 0 21 0 0 1408 0 0 0 0 824 0 584 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 1 City: AM 0 0 0 AM NOON 55 453 18 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 15 0 0 0 0 0 1 0 0 52 0 0 5 0 0 1 0 0 0 0 0 45 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 41 529 8 NOON PM 0 0 0 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 96 0 0 20 0 0 97 0 0 26 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 26 Pismo Beach Mobile Home Park 0 96 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Pismo Beach Mobile Home Park , Pismo Beach PM Peak Hour 0 0 596 0 Signalized 14-8071-024 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 503 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 503 578 00 West Leg South Leg 00 193 0 1081 0 West Leg East Leg North Leg 0 0 46 0 0 1122 0 0 0 0 526 0 596 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 91 337 7 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 6 0 0 0 1 0 1 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 245 346 13 NOON PM 0 0 0 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 337 0 0 10 0 0 0 0 0 20 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM0 0 0 0 435 0 352 East Leg North Leg 0 0 30 0 0 787 South Leg 00 337 0 944 0 West Leg South Leg East Leg 0 340 604 00 West Leg End Total Ins & Outs North Leg 0 340 0 Northbound Approach Total Volume Per Leg Start 14-8071-040 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM Day:Eastbound ApproachPrice St and Pomeroy Ave , Pismo Beach PM Peak Hour 0 0 352 0 2-Way Stop (NB/SB)Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour 5/25/2014Date: 0 20 Pomeroy Ave 0 337 0 Price StSunday ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 2 0 City: AM 0 0 0 AM NOON 80 774 2 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 3 0 0 0 1 0 1 0 0 43 0 0 0 0 0 1 0 2 0 0 0 37 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 45 548 5 NOON PM 0 0 0 PM 0 2 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 126 0 0 4 0 0 82 0 0 9 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 9 Stimson Ave 0 126 0 Price StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachPrice St and Stimson Ave , Pismo Beach PM Peak Hour 0 0 594 0 1-Way Stop (EB) 14-8071-041 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 811 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 811 598 00 West Leg South Leg 00 208 0 1409 0 West Leg East Leg North Leg 0 0 13 0 0 1450 0 0 0 0 856 0 594 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 25 334 27 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 46 0 0 0 18 0 1 0 0 24 0 0 21 0 0 1 0 19 0 0 0 66 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 49 357 137 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 92 0 0 85 0 0 109 0 0 183 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM0 0 0 0 386 0 427 East Leg North Leg 0 0 268 0 0 813 South Leg 00 201 0 964 0 West Leg South Leg East Leg 0 421 543 00 West Leg End Total Ins & Outs North Leg 0 421 0 Northbound Approach Total Volume Per Leg Start 14-8071-042 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM Day:Eastbound ApproachDolliver St and Main St , Pismo Beach PM Peak Hour 0 0 427 0 2-Way Stop (EB/WB)Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour 5/25/2014Date: 0 183 Main St 0 92 0 Dolliver StSunday ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 119 281 15 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 29 0 0 0 43 0 1 0 0 10 0 0 53 0 0 1 0 27 0 0 0 34 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 25 411 48 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 187 0 0 125 0 0 71 0 0 90 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 90 Stimson Ave 0 187 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Stimson Ave , Pismo Beach PM Peak Hour 0 0 450 0 2-Way Stop (EB/WB) 14-8071-043 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 368 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 368 484 00 West Leg South Leg 00 258 0 852 0 West Leg East Leg North Leg 0 0 215 0 0 865 0 0 0 0 415 0 450 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 40 303 24 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 32 0 0 0 47 0 1 0 0 11 0 0 129 0 0 1 0 29 0 0 0 35 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 28 439 139 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 115 0 0 208 0 0 75 0 0 192 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 192 Ocean View Ave 0 115 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Ocean View Ave , Pismo Beach PM Peak Hour 0 0 482 0 2-Way Stop (EB/WB) 14-8071-044 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 467 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 467 606 00 West Leg South Leg 00 190 0 1073 0 West Leg East Leg North Leg 0 0 400 0 0 849 0 0 0 0 367 0 482 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 0 0 City: AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 10 0 0 0 204 0 1 0 0 0 0 0 89 0 0 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 204 0 0 303 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 0 Pomeroy Ave 0 204 0 Cypress StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1100 AM CONTROL AM Peak Hour Day:Eastbound ApproachCypress St and Pomeroy Ave , Pismo Beach PM Peak Hour 0 0 10 0 1-Way Stop (WB) 14-8071-045 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 89 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 89 0 00 West Leg South Leg 00 204 0 89 0 West Leg East Leg North Leg 0 0 303 0 0 10 0 0 0 0 0 0 10 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 0 44 36 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.5 0 105 0 0.5 0 78 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 1 176 NOON PM 0 0 0 PM 0 0 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 183 0 0 317 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 317 Hinds Ave 0 0 0 Cypress StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour Day:Eastbound ApproachCypress St and Hinds Ave , Pismo Beach PM Peak Hour 0 0 1 0 3-Way Stop (NB/SB/EB) 14-8071-046 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 122 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 122 177 00 West Leg South Leg 00 183 0 299 0 West Leg East Leg North Leg 0 0 317 0 0 81 0 0 0 0 80 0 1 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 32 65 28 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 65 0 0 0 72 0 1 0 0 32 0 0 51 0 0 1 0 22 0 0 0 34 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 2 74 23 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 106 0 0 188 0 0 88 0 0 73 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 73 Stimson Ave 0 106 0 Cypress StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour Day:Eastbound ApproachCypress St and Stimson Ave , Pismo Beach PM Peak Hour 0 0 171 0 2-Way Stop (EB/WB) 14-8071-047 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 150 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 150 99 00 West Leg South Leg 00 194 0 249 0 West Leg East Leg North Leg 0 0 261 0 0 296 0 0 0 0 125 0 171 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 0 0 0 AM NOON 34 100 22 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 38 0 0 0 51 0 1 0 0 20 0 0 24 0 0 1 0 21 0 0 0 42 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 14 48 31 NOON PM 0 0 0 PM 0 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 99 0 0 113 0 0 83 0 0 74 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 74 Ocean View Ave 0 99 0 Cypress StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1200 PM CONTROL AM Peak Hour Day:Eastbound ApproachCypress St and Ocean View Ave , Pismo Beach PM Peak Hour 0 0 106 0 2-Way Stop (EB/WB) 14-8071-048 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 166 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 166 93 00 West Leg South Leg 00 182 0 259 0 West Leg East Leg North Leg 0 0 187 0 0 262 0 0 0 0 156 0 106 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 1 City: AM 0 0 0 AM NOON 10 413 15 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 14 0 0 0 1 0 1 0 0 25 0 0 7 0 0 1 0 0 0 0 0 109 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 10 571 9 NOON PM 0 0 0 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 21 0 0 22 0 0 134 0 0 24 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 24 Cypress St 0 21 0 Dolliver StSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachDolliver St and Cypress St , Pismo Beach PM Peak Hour 0 0 610 0 2-Way Stop (EB/WB) 14-8071-049 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 529 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 529 590 00 West Leg South Leg 00 155 0 1119 0 West Leg East Leg North Leg 0 0 46 0 0 1048 0 0 0 0 438 0 610 ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 0 1 City: AM 0 0 0 AM NOON 93 0 25 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0 0 403 0 2 0 0 0 0 0 0 0 0 1 0 243 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 0 496 0 0 403 0 0 243 0 0 268 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 5/25/2014Date: 0 268 Hinds Ave 0 496 0 US 101 SB Off-RampSunday Westbound ApproachPismo Beach Peak Hour Summary Southbound Approach Project #: 1145 AM CONTROL AM Peak Hour Day:Eastbound ApproachUS 101 SB Off-Ramp and Hinds Ave , Pismo Beach PM Peak Hour 0 0 0 0 1-Way Stop (SB) 14-8071-050 NOON Peak Hour NOON PM 11:00 AM 1:00 PM Count Periods AM End Total Ins & Outs North Leg 0 0 0 Northbound Approach Total Volume Per Leg Start South Leg East Leg 0 0 0 00 West Leg South Leg 00 739 0 0 0 West Leg East Leg North Leg 0 0 671 0 0 118 0 0 0 0 118 0 0 Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Monte Rd/US 101 NB Off-Ramp Avila Beach Dr Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-001 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 1 0 0 AM NOON PM AM NOON PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-001 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Monte Rd/US 101 NB Off-Ramp Avila Beach Dr Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 1 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 1 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Shell Beach Rd/US 101 SB Off-Ramp Avila Beach Dr Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-002 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 6 0 0 0 AM 0 0 0 NOON 0 0 0 PM 2 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-002 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Shell Beach Rd/US 101 SB Off-Ramp Avila Beach Dr Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 NB Ramps Spyglass Dr Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-003 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 3 0 0 1 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-003 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: US 101 NB Ramps Spyglass Dr Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 SB Ramps Spyglass Dr Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-004 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 3 0 0 1 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-004 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: US 101 SB Ramps Spyglass Dr Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 5 4 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Shell Beach Rd Spyglass Dr Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-005 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 3 0 0 AM NOON PM AM NOON PM 0 0 1 0 0 0 0 0 5 0 0 6 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-005 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Shell Beach Rd Spyglass Dr Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 6 7 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Vista Del Mar Ave Shell Beach Blvd Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-006 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 2 0 0 3 0 0 1 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-006 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Vista Del Mar Ave Shell Beach Blvd Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 22 17 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Esparto Ave Shell Beach Blvd Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-007 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 1 AM 0 0 0 NOON 0 0 0 PM 2 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-007 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Esparto Ave Shell Beach Blvd Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 15 13 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Windward Ave Shell Beach Rd Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-008 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 3 0 0 0 AM 0 0 0 NOON 0 0 0 PM 1 0 2 Pismo Beach S O U T H L E G PROJECT#: 14-8071-008 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Windward Ave Shell Beach Rd Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Mattie Rd US 101 NB Ramps Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-009 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 3 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-009 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Mattie Rd US 101 NB Ramps Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Mattie Rd Price St Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-010 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 3 0 0 4 0 0 3 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-010 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Mattie Rd Price St Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 SB Off-Ramp Price St Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-011 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 5 0 0 7 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-011 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: US 101 SB Off-Ramp Price St Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 1 5 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 SB Off-Ramp Price St/Dolliver St Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-012 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 2 0 0 0 0 0 5 0 0 0 AM 0 0 0 NOON 0 0 0 PM 4 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-012 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: US 101 SB Off-Ramp Price St/Dolliver St Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Bello St/US 101 NB On-Ramp Bay St Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-013 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-013 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Bello St/US 101 NB On-Ramp Bay St Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 1 PM AM NOON PM AM NOON PM 0 0 0 0 0 1 0 0 0 0 0 1 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 6 7 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Bello St Wadsworth Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-014 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-014 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Bello St Wadsworth Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 8 3 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 NB Off-Ramp Wadsworth Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-015 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-015 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: US 101 NB Off-Ramp Wadsworth Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 1 2 PM AM NOON PM AM NOON PM 0 0 10 0 0 2 0 0 4 0 0 2 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 1 6 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Wadsworth Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-016 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 1 1 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 2 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-016 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Price St Wadsworth Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 1 PM AM NOON PM AM NOON PM 0 0 13 0 0 1 0 0 8 0 0 2 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 7 1 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Wadsworth Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-017 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 1 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 AM 0 0 0 NOON 0 0 0 PM 1 5 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-017 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Dolliver St Wadsworth Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 36 33 PM AM NOON PM AM NOON PM 0 0 50 0 0 15 0 0 66 0 0 5 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 27 25 PM S O U T H L E G PROJECT#: 14-8071-018 E/W Street: DATE: 6/5/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Pomeroy Ave Thursday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 8 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 1 AM 0 0 0 NOON 0 0 0 PM 0 12 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Dolliver St Pomeroy Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-018 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-019 E/W Street: DATE: 6/5/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Lemoore St Price Canyon Rd Thursday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Lemoore St Price Canyon Rd Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-019 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-020 E/W Street: DATE: 6/5/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Bello St Price Canyon Rd Thursday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 1 AM NOON PM AM NOON PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Bello St Price Canyon Rd Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-020 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 1 0 PM AM NOON PM AM NOON PM 0 0 5 0 0 0 0 0 7 0 0 1 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 1 4 PM S O U T H L E G PROJECT#: 14-8071-021 E/W Street: DATE: 6/5/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Hinds Ave Thursday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 1 4 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 1 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Price St Hinds Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-021 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 10 7 PM AM NOON PM AM NOON PM 0 0 27 0 0 4 0 0 18 0 0 14 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 4 4 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Hinds Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-022 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 2 4 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 9 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-022 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Dolliver St Hinds Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 2 0 0 0 0 0 8 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-023 E/W Street: DATE: 6/5/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St/US 101 Ramps Ocean View Ave Thursday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 2 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 AM 0 0 0 NOON 0 0 0 PM 3 1 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Price St/US 101 Ramps Ocean View Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-023 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 2 2 PM AM NOON PM AM NOON PM 0 0 20 0 0 2 0 0 43 0 0 1 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-024 E/W Street: DATE: 6/5/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Pismo Beach Mobile Home Park Thursday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 1 5 0 AM NOON PM AM NOON PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 8 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Dolliver St Pismo Beach Mobile Home Park Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-024 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 2 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 NB On-Ramp James Way Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-025 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-025 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: US 101 NB On-Ramp James Way Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 1 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 6 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Fourth St/Paseo Ladera Ln James Way Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-026 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-026 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Fourth St/Paseo Ladera Ln James Way Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 5 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Fourth St US 101 NB Ramps Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-027 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 1 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-027 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Fourth St US 101 NB Ramps Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 5 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 12 4 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Fourth St Five Cities Dr Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-028 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 1 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 7 0 0 1 0 0 3 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-028 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Fourth St Five Cities Dr Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 2 0 0 0 0 0 2 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 3 3 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Oak Park Blvd James Way Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-029 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 3 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-029 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Oak Park Blvd James Way Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 4 0 0 0 0 0 8 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 4 7 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Oak Park Blvd El Camino Real Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-030 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 1 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 AM 0 0 0 NOON 0 0 0 PM 0 3 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-030 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Oak Park Blvd El Camino Real Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 3 0 0 1 0 0 5 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 5 5 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 SB Ramps Five Cities Dr Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-031 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 1 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 6 0 0 2 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-031 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: US 101 SB Ramps Five Cities Dr Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 4 2 PM S O U T H L E G PROJECT#: 14-8071-032 E/W Street: DATE: 6/5/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US-101 SB Ramps (4th St) Five Cities Dr/El Camino Real Thursday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 6 0 0 1 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: US-101 SB Ramps (4th St) Five Cities Dr/El Camino Real Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-032 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 1 2 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-033 E/W Street: DATE: 6/5/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Camino Mercado-US 101 NB Ramps West Branch St Thursday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 1 AM NOON PM AM NOON PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Camino Mercado-US 101 NB Ramps West Branch St Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-033 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 3 0 0 6 0 0 0 0 0 5 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Oak Park Blvd West Branch St-US 101 NB On-Ramp Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-034 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 4 2 Pismo Beach S O U T H L E G PROJECT#: 14-8071-034 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Oak Park Blvd West Branch St-US 101 NB On-Ramp Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 1 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 3 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 SB Ramps El Camino Real Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-035 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 2 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-035 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: US 101 SB Ramps El Camino Real Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 6 PM AM NOON PM AM NOON PM 0 0 7 0 0 1 0 0 13 0 0 4 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Pomeroy Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-040 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 2 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-040 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Price St Pomeroy Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 11 0 0 0 0 0 5 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Stimson Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-041 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 2 3 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-041 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Price St Stimson Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 3 4 PM AM NOON PM AM NOON PM 0 0 25 0 0 6 0 0 26 0 0 6 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 11 5 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Main St Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-042 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 1 5 0 AM NOON PM AM NOON PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 AM 0 0 0 NOON 0 0 0 PM 1 8 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-042 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Dolliver St Main St Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 4 2 PM AM NOON PM AM NOON PM 0 0 14 0 0 5 0 0 6 0 0 6 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 2 3 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Stimson Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-043 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 3 5 0 AM NOON PM AM NOON PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 AM 0 0 0 NOON 0 0 0 PM 0 7 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-043 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Dolliver St Stimson Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 6 PM AM NOON PM AM NOON PM 0 0 10 0 0 2 0 0 2 0 0 4 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 5 4 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Ocean View Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-044 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 6 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 5 1 Pismo Beach S O U T H L E G PROJECT#: 14-8071-044 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Dolliver St Ocean View Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 190 98 PM AM NOON PM AM NOON PM 0 0 59 0 0 38 0 0 72 0 0 37 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 54 106 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Pomeroy Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-045 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 3 0 0 0 0 0 1 0 0 6 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 1 1 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-045 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Cypress St Pomeroy Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 20 30 PM AM NOON PM AM NOON PM 0 0 43 0 0 22 0 0 44 0 0 35 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 27 17 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Hinds Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-046 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 2 2 1 AM NOON PM AM NOON PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 1 AM 0 0 0 NOON 0 0 0 PM 2 7 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-046 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Cypress St Hinds Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 23 21 PM AM NOON PM AM NOON PM 0 0 15 0 0 13 0 0 50 0 0 10 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 8 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Stimson Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-047 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 1 5 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 2 10 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-047 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Cypress St Stimson Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 1 5 PM AM NOON PM AM NOON PM 0 0 14 0 0 4 0 0 46 0 0 4 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 5 7 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Ocean View Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-048 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 4 0 AM NOON PM AM NOON PM 0 0 0 0 0 1 0 0 2 0 0 0 0 0 4 0 0 1 AM 0 0 0 NOON 0 0 0 PM 1 11 1 Pismo Beach S O U T H L E G PROJECT#: 14-8071-048 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Cypress St Ocean View Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 6 3 PM AM NOON PM AM NOON PM 0 0 2 0 0 4 0 0 0 0 0 1 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Cypress St Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-049 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 5 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 AM 0 0 0 NOON 0 0 0 PM 2 7 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-049 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Dolliver St Cypress St Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 1 1 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 SB Off-Ramp Hinds Ave Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-050 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-050 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: US 101 SB Off-Ramp Hinds Ave Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 5 2 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Terrace Ave Shell Beach Rd Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-051 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 4 0 0 1 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 1 Pismo Beach S O U T H L E G PROJECT#: 14-8071-051 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Terrace Ave Shell Beach Rd Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 1 PM AM NOON PM AM NOON PM 0 0 2 0 0 0 0 0 2 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Ridge Rd James Way Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-052 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-052 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: Ridge Rd James Way Thursday Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 SB On-Ramp Avila Beach Dr Thursday Pismo Beach S O U T H L E G PROJECT#: 14-8071-102 E/W Street: DATE: 6/5/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON NONE NONE PM 16:00 18:00 DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 1 Pismo Beach S O U T H L E G PROJECT#: 14-8071-102 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/5/2014 Bicycle Count Peak Hour CITY: US 101 SB On-Ramp Avila Beach Dr Thursday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 3 5 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 SB Off-Ramp Price St/Dolliver St Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-012 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 5 0 0 8 0 0 7 0 0 0 0 AM 0 0 0 NOON 10 0 2 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-012 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: US 101 SB Off-Ramp Price St/Dolliver St Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 8 1 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-015 E/W Street: DATE: 6/29/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 NB Off-Ramp Wadsworth Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: US 101 NB Off-Ramp Wadsworth Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-015 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 16 25 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 45 0 0 4 0 0 30 0 0 9 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 12 4 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Wadsworth Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-016 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 10 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 8 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-016 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Price St Wadsworth Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 10 23 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 32 0 0 8 0 0 22 0 0 7 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 10 3 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-017 E/W Street: DATE: 6/29/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Wadsworth Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 19 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 16 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Dolliver St Wadsworth Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-017 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 200 362 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 173 0 0 32 0 0 93 0 0 34 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 68 75 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Pomeroy Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-018 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 1 17 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 1 0 0 4 0 0 1 0 0 0 0 AM 0 0 0 NOON 0 17 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-018 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Dolliver St Pomeroy Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 1 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 3 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Bello St Price Canyon Rd Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-020 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 4 0 0 8 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-020 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Bello St Price Canyon Rd Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 0 2 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 7 0 0 6 0 0 10 0 0 4 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 6 17 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Hinds Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-021 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 1 5 2 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 5 0 0 3 0 0 0 0 0 0 0 0 1 0 AM 0 0 0 NOON 0 2 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-021 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Price St Hinds Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 20 36 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 43 0 0 18 0 0 34 0 0 25 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 16 26 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-022 E/W Street: DATE: 6/29/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Hinds Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 21 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 3 0 0 1 0 0 1 0 0 0 0 AM 0 0 0 NOON 0 15 5 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Dolliver St Hinds Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-022 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 1 0 0 0 0 0 1 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 2 3 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St/US 101 Ramps Ocean View Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-023 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 1 0 0 0 0 0 2 0 0 3 0 AM 0 0 0 NOON 1 0 5 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-023 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Price St/US 101 Ramps Ocean View Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 18 13 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 55 0 0 4 0 0 36 0 0 3 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-024 E/W Street: DATE: 6/29/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Pismo Beach Mobile Home Park Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 10 31 0 PM 0 0 0 AM NOON PM AM NOON PM 0 6 0 0 2 0 0 0 0 0 0 0 0 8 0 0 0 0 AM 0 0 0 NOON 3 28 1 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Dolliver St Pismo Beach Mobile Home Park Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-024 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 8 16 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 21 0 0 8 0 0 10 0 0 14 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 3 3 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Pomeroy Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-040 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 7 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 1 8 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-040 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Price St Pomeroy Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 2 0 0 2 0 0 8 0 0 2 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 5 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-041 E/W Street: DATE: 6/29/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Stimson Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 5 0 PM 0 0 0 AM NOON PM AM NOON PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Price St Stimson Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-041 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 28 43 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 170 0 0 187 0 0 115 0 0 36 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 15 24 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-042 E/W Street: DATE: 6/29/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Main St Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 20 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 1 0 0 0 0 0 3 0 0 2 0 0 0 0 AM 0 0 0 NOON 0 19 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Dolliver St Main St Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-042 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 11 4 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 26 0 0 5 0 0 18 0 0 18 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 4 6 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Stimson Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-043 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 23 1 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 25 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-043 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Dolliver St Stimson Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 3 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 23 0 0 2 0 0 11 0 0 2 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 12 3 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-044 E/W Street: DATE: 6/29/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Ocean View Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 19 2 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 3 0 0 0 0 0 1 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 16 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Dolliver St Ocean View Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-044 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 942 669 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 486 0 0 373 0 0 339 0 0 200 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 434 454 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Pomeroy Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-045 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 1 9 0 PM 0 0 0 AM NOON PM AM NOON PM 0 2 0 0 0 0 0 1 0 0 3 0 0 3 0 0 0 0 AM 0 0 0 NOON 5 1 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-045 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Cypress St Pomeroy Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 45 96 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 88 0 0 163 0 0 102 0 0 127 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 62 77 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Hinds Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-046 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 12 2 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 6 0 0 2 0 0 1 0 0 7 0 AM 0 0 0 NOON 6 9 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-046 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Cypress St Hinds Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 70 51 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 56 0 0 62 0 0 153 0 0 63 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 6 33 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-047 E/W Street: DATE: 6/29/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Stimson Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 2 18 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 2 0 0 0 0 0 3 0 0 1 0 0 0 0 AM 0 0 0 NOON 6 10 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Cypress St Stimson Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-047 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 68 15 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 10 0 0 24 0 0 51 0 0 9 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 26 43 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Ocean View Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-048 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 19 0 PM 0 0 0 AM NOON PM AM NOON PM 0 2 0 0 1 0 0 0 0 0 1 0 0 4 0 0 0 0 AM 0 0 0 NOON 1 15 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-048 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Cypress St Ocean View Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 31 16 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 4 0 0 0 0 0 0 0 0 3 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Cypress St Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-049 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 23 0 PM 0 0 0 AM NOON PM AM NOON PM 0 1 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 AM 0 0 0 NOON 12 18 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-049 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: Dolliver St Cypress St Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 0 2 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 6 0 0 0 0 0 4 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 SB Off-Ramp Hinds Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-050 E/W Street: DATE: 6/29/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 4 0 0 8 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-050 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 6/29/2014 Bicycle Count Peak Hour CITY: US 101 SB Off-Ramp Hinds Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 2 10 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 SB Off-Ramp Price St/Dolliver St Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-012 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 4 0 0 12 0 0 9 0 0 0 0 AM 0 0 0 NOON 7 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-012 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: US 101 SB Off-Ramp Price St/Dolliver St Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 12 23 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 NB Off-Ramp Wadsworth Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-015 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 4 0 0 8 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-015 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: US 101 NB Off-Ramp Wadsworth Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 47 18 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 21 0 0 39 0 0 29 0 0 73 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 32 15 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-016 E/W Street: DATE: 5/25/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Wadsworth Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 1 9 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 2 0 0 3 0 0 0 0 AM 0 0 0 NOON 0 1 1 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Price St Wadsworth Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-016 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 23 27 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 15 0 0 13 0 0 45 0 0 90 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 17 5 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Wadsworth Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-017 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 2 15 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 14 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-017 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Dolliver St Wadsworth Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 288 450 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 189 0 0 39 0 0 149 0 0 60 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 122 122 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-018 E/W Street: DATE: 5/25/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Pomeroy Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 5 26 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 3 0 0 6 0 0 0 0 0 0 0 AM 0 0 0 NOON 1 18 3 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Dolliver St Pomeroy Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-018 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 2 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 2 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 5 6 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-020 E/W Street: DATE: 5/25/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Bello St Price Canyon Rd Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 1 0 2 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 1 0 0 5 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Bello St Price Canyon Rd Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-020 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 7 4 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 7 0 0 3 0 0 19 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 4 15 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Hinds Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-021 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 3 2 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 2 4 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-021 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Price St Hinds Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 25 46 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 48 0 0 22 0 0 68 0 0 70 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 36 65 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-022 E/W Street: DATE: 5/25/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Hinds Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 18 0 PM 0 0 0 AM NOON PM AM NOON PM 0 10 0 0 1 0 0 1 0 0 3 0 0 3 0 0 0 0 AM 0 0 0 NOON 0 11 3 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Dolliver St Hinds Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-022 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 1 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St/US 101 Ramps Ocean View Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-023 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 AM 0 0 0 NOON 1 0 2 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-023 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Price St/US 101 Ramps Ocean View Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 16 9 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 44 0 0 3 0 0 91 0 0 1 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Pismo Beach Mobile Home Park Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-024 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 5 29 0 PM 0 0 0 AM NOON PM AM NOON PM 0 1 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 AM 0 0 0 NOON 0 33 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-024 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Dolliver St Pismo Beach Mobile Home Park Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 14 31 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 33 0 0 17 0 0 20 0 0 13 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 7 13 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-040 E/W Street: DATE: 5/25/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Pomeroy Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 2 3 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 4 0 0 1 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 8 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Price St Pomeroy Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-040 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 0 0 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 5 0 0 1 0 0 4 0 0 4 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 9 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Price St Stimson Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-041 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 3 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 4 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-041 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Price St Stimson Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 25 90 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 276 0 0 249 0 0 140 0 0 39 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 36 79 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-042 E/W Street: DATE: 5/25/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Main St Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 5 18 0 PM 0 0 0 AM NOON PM AM NOON PM 0 3 0 0 0 0 0 0 0 0 1 0 0 3 0 0 3 0 AM 0 0 0 NOON 4 22 3 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Dolliver St Main St Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-042 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 25 33 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 57 0 0 25 0 0 24 0 0 54 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 7 36 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Stimson Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-043 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 3 19 2 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 23 1 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-043 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Dolliver St Stimson Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 1 16 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 43 0 0 11 0 0 18 0 0 46 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 5 5 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Ocean View Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-044 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 19 1 PM 0 0 0 AM NOON PM AM NOON PM 0 2 0 0 2 0 0 0 0 0 0 0 0 5 0 0 1 0 AM 0 0 0 NOON 3 19 3 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-044 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Dolliver St Ocean View Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 483 672 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 237 0 0 201 0 0 189 0 0 177 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 293 333 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-045 E/W Street: DATE: 5/25/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Pomeroy Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 1 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 9 0 0 7 0 0 2 0 0 14 0 AM 0 0 0 NOON 0 3 1 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Cypress St Pomeroy Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-045 E/W Street:W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 00AM NOON 68 90 NOON PM 00PM AM NOON PM AM NOON PM 0 149 0 0 212 0 0 167 0 0 155 0 AM NOON PM AM NOON PM AM 00AM NOON 123 92 NOON PM 00PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Hinds Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-046 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 000 NOON 2120 PM 000 AM NOON PM AM NOON PM 000 000 020 050 050 020 AM 000 NOON 1130 PM 000 Pismo Beach S O U T H L E G PROJECT#: 14-8071-046 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Cypress St Hinds Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 92 33 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 46 0 0 69 0 0 164 0 0 62 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 17 36 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Stimson Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-047 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 5 12 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 7 20 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-047 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Cypress St Stimson Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 9 36 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 55 0 0 65 0 0 134 0 0 24 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 9 21 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Cypress St Ocean View Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-048 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 2 18 4 PM 0 0 0 AM NOON PM AM NOON PM 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 AM 0 0 0 NOON 1 16 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-048 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Cypress St Ocean View Ave Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 22 12 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 0 0 0 0 0 0 3 0 0 6 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PME A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: Dolliver St Cypress St Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-049 E/W Street: DATE: 5/25/2014 W E S T L E G Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 14 0 PM 0 0 0 AM NOON PM AM NOON PM 0 1 0 0 0 0 0 1 0 0 4 0 0 20 0 0 0 0 AM 0 0 0 NOON 17 24 0 PM 0 0 0 Pismo Beach S O U T H L E G PROJECT#: 14-8071-049 E/W Street:W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: Dolliver St Cypress St Sunday Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 AM NOON 2 2 NOON PM 0 0 PM AM NOON PM AM NOON PM 0 3 0 0 0 0 0 0 0 0 0 0 AM NOON PM AM NOON PM AM 0 0 AM NOON 0 0 NOON PM 0 0 PM S O U T H L E G PROJECT#: 14-8071-050 E/W Street: DATE: 5/25/2014 W E S T L E GE A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES Pedestrian Count Peak Hour CITY: US 101 SB Off-Ramp Hinds Ave Sunday Pismo Beach Start: End: AM NONE NONE N/S Street:NOON 11:00 13:00 PM NONE NONE DAY: AM 0 0 0 NOON 0 0 0 PM 0 0 0 AM NOON PM AM NOON PM 0 0 0 0 0 0 0 1 0 0 6 0 0 0 0 0 0 0 AM 0 0 0 NOON 0 0 0 PM 0 0 0 E A S T L E GN O R T H L E G PREPARED BY NATIONAL DATA & SURVEYING SERVICES DATE: 5/25/2014 Bicycle Count Peak Hour CITY: US 101 SB Off-Ramp Hinds Ave Sunday Pismo Beach S O U T H L E G PROJECT#: 14-8071-050 E/W Street:W E S T L E G Appendix B    Level of Service  Calculations    Existing  Conditions                                This page was intentionally left blank    Map - Existing Conditions Existing Conditions PM Weekday Hatch Mott MacDonald Synchro 8 Pismo Beach Circ Element Update - 336684 420454 6 674 020 557651 1 2 5 202 83 1 2 5391 020 5US 101 SB OMonte Rd.00S h e l l B e a c h R d . Map - Existing Conditions Existing Conditions PM Weekday Hatch Mott MacDonald Synchro 8 Pismo Beach Circ Element Update - 336684 13157163152243 152129361318 13172Spyglass Dr.11542110010412 106812727678136 Beach Rd. Map - Existing ConditionsExisting ConditionsPM WeekdayHatch Mott MacDonaldSynchro 8Pismo Beach Circ Element Update - 336684Terrace Ave. 1316 308179147Vista Del Mar 154 287376141Esp a rto Ave . 69 Shell Beach Rd.2791314216Windward Ave. 194 Shell Beach Rd.2861010219Rd.Mattie Rd.                             This page was intentionally left blank    Map - Existing ConditionsExisting ConditionsPM WeekdayHatch Mott MacDonaldSynchro 8Pismo Beach Circ Element Update - 33668411222211245152109171233621715412211790173Price St.2362106841Price St.000000Price St.Price St.1710Price St. Map - Existing Conditions Existing ConditionsPM Weekday Hatch Mott MacDonald Synchro 8 Pismo Beach Circ Element Update - 33668415713rice St.150145 16975917612 11743Bay S t.001B a y S t.501 1 0 1 6 9 5 2 W a d s w o rth A v e .610253214158 3 1 4 6 9 7 2 5 0 456172839696 2 1 8 6 9 US 101 NB Of f -Ramp1 1 0 6 6 135267 7 0 1 7 779826W a d s w o rth A v e .32112011 0 8 1 4 2 3 6 1 9 8 73 6 91973 691 9 1 P o m e ro y A v e .7799201 7 4 2 6 03855193 3 96 8 1 0 1 1 6 5 2 P o m e ro y A v e .0101 0 2 5 61 9 6 0 H in d s A v e n u e 964 03 13 7 2 9 6 5 8 4970403 2 3 5 0 1 7 6 2 1 0 H in d s A v e n u e 2 3748 1750073Pr i c e St . 1 0 2 4 3 2947522 071960492162 9168840Be ll o St. 2 25 5 5213Lemoore St.39 73262 2 3 5 S tim s o n A v e n u e 530 9 84625 1 84 8 9 2 8 3 2 8 7 1528144 6299 1 3 3 4 13 2 2 7 3 6 5 1 1 0 04 20021 1 0 1 26 5 0 1 8 5 O c e a n V ie w A v e n u e 5 7610279 25 6 8 8 3 3 7 5 4 31 34 1 3129222 4 3 6 7 7 1 0 0 3 9 3 0 819 10002 9 7 78 3 3 3 9 1 6 13055 20684694 1 6 3 5 2 2 P C V 37022P B S M H P50111 1 4 7 34 2 00 0 0 0 000000000 Pri c e St. 0 0 M a in S tre e t000 0 0 0 000 0 00H o llis te r A v e .000 0 0 0 000 000000000000000000000Bay S t.00000 0 H a rlo e A v e .0000US 101 SB Ramp0 0 0 S a n L u is A v e .000000Dolli ver St . (SR 1) 0 0 0 000000 S a n L u is A v e .000000000Harloe A v e .0 00H a rlo e A v e .00000000 00 0 0 0 000P a rk A v e .0000 0 0 0 0 0 P a rk A v e .0 0 0 0000 0 0 00000 0 0 0Ad d ie S t.000 0 0 0 A d d ie S t. (S )0 0Cypress St r eet 0 0 Dolliver St. (SR 1)P ric e C a n y o n R d .Price Canyon Rd.B e l l o S t . F ra d y L n .Frady Ln.Fr ady Ln.US 101 SB Of f -Ramp0 0 0 0 0 M a in S t.0 0000P is m o A v e .0 0 0 P is m o A v e .000000 Map - Existing ConditionsExisting ConditionsPM WeekdayHatch Mott MacDonaldSynchro 8Pismo Beach Circ Element Update - 3366848714251621201217 057117139551310 392254375084 214431 52643 661054461674359158142 Fourth Street118355128Five Cities Drive191236405696810010927118 Hotel Dwy.214Five Cities Drive243206621121841115721015621151 El Camino RealJames Way000000000 000Five Cities DriveJames WayFrady Ln.James Way                  This page was intentionally left blank    Map - Existing ConditionsExisting ConditionsPM WeekdayHatch Mott MacDonaldSynchro 8Pismo Beach Circ Element Update - 336684180181142James Way88125108James Way1447225d.2935258 2304514154397477Oak Park Blvd.201660182 2 9 41325 54499318937524Camino Mercado223553 10020620417066080 Oak Park Blvd.6861724El Camino Real40276320El Camino Real2431771386860 0 00000 00W. Branch St.                             This page was intentionally left blank    Map - Existing Conditions Existing ConditionsSummer Sunday Midday Hatch Mott MacDonald Synchro 8 Pismo Beach Circ Element Update - 3366843153518531221148721886 2 3 7 7 5 9 W a d s w o rth A v e .927292518152 6 4 6 81 2 3 2 13 4 14056870503956742294 US 101 NB Of f -Ramp834528862 5 7 4 1 6 8 7 2 91 87 6 12102820443441 P o m e ro y A v e .99214131 2 3 5 0 9106154433 7 3 1 4 7 2 4 0 3 0 4 2 P o m e ro y A v e .0101 2 3 4 07 4 1 2 7 H in d s A v e n u e 10 769 3 95 0 4 4 0 8 2 95133444 7 4 2 0 4 0 6 1 9 8 H in d s A v e n u e 93898 7314058Pri c e St . 3 0 3 2 0 3113251 86 31691128182250167201 2 4 1 2 6 6 4 3 1 9 S tim s o n A v e n u e 272524375965 3 16 22 8 3 3 4 9 6 3 1 19233 93 13416 1 9 3 4 09 0 2 6 5 5 3 1 5 7 03 1 1000 6 5 65 7 6 3 6 1 4 O c e a n V ie w A v e n u e 1526261 32515 2 15 02 0 1 1 5 2 7 1 6 77261611527173 0 3 4 52 3 1 1 0 4 9 1 6 8 5116 2 2115 6 2 56 4 1 2 6 6 6 2 5 19170 1 512384335 3 9 6 0 0 1 1 P C V 92045P B S M H P80112 4 4 4 64 8 00 000000000000 Be ll o St. 000000Wadsw o rth A v e .000000000Bay S t.000B a y S t.000Pri c e St. 0 0 M a in S tre e t000 0 0 0 000 0 00H o llis te r A v e .000 0 0 0 000 000000000000000000000Bay S t.0000Price St.00 H a rlo e A v e .0000US 101 SB Ramp000 S a n L u is A v e .000000Dolliver St. (SR 1)000 000000 S a n L u is A v e .000000000Harloe A v e .000 H a rlo e A v e .0000000 00 0 0 0 000P a rk A v e .0000 0 0 0 0 0 P a rk A v e .0 0 0 0000 0 0 00000 0 0 0Ad d ie S t.000 0 0 0 A d d ie S t. (S )0 0Cypress St r eet 0 0 Dolliver St. (SR 1)0 000 0 0 F ra d y L n .Dolli ver P ric e C a n y o n R d .B e l l o S t . F ra d y L n .Frady Ln.Fr ady Ln.US 101 SB Of f -Ramp0 0 0 0 0 M a in S t.0 0 00 0 P is m o A v e .0 0 0 P is m o A v e .00000000Lemoore St.00 Price Canyon Rd.00 Map - Existing Conditions Existing ConditionsMemorial Day Sunday Midday Hatch Mott MacDonald Synchro 8 Pismo Beach Circ Element Update - 336684 30044270245 382549721811 2134162 W a d s w o rth A v e .1418252218382640613 2820913513624244266412127824 US 101 NB Of f -Ramp775831859 4 9 3 5 7 1 3 7 2 41 96 6 2118462 735 52 51 P o m e ro y A v e .89204101 1 2 4 8 6136117692 7 6 1 7 6 2 4 5 3 3 6 1 3 P o m e ro y A v e .3107 3 3 79 1 1 7 5 H in d s A v e n u e 10 578 3 64 4 3 4 8 9 0 136132504 5 3 5 9 4 2 1 1 6 4 H in d s A v e n u e 947 39 54260701 2 3 3 3 24949025 9 3 1851113144173186219 7 1 9 9 2 7 4 2 3 S tim s o n A v e n u e 322234517265 2 86 53 2 2 5 4 1 1 4 8 10273 45 34329 1 5 2 8 1 1 1 9 4 5 5 4 9 5 4 3 23 7 0132 7 4 48 0 1 4 4 8 3 1 O c e a n V ie w A v e n u e 2021422 45138 2 2 1 0 03 4 2 8 4 3 9 1 3 911293512947322 4 3 0 34 0 1 1 7 5 1 3 9 7 11120 1109 6 9 4 1 2 1 1 0 5 7 7 9 250109 71141541310 4 1 5 2 9 8 P C V 52045P B S M H P50151 8 4 5 65 5 000000000000 Be ll o St. 000000Wadsw o rth A v e .000000000Bay S t.000B a y S t.000Pri c e St. 0 0 M a in S tre e t000 0 000000 00H o llis te r A v e .000 0 0 0 000 000000000000000000000Bay S t.0000Price St.00 H a rlo e A v e .0000US 101 SB Ramp000San L u is A v e .000000Dolliver St. (SR 1)000 000000 S a n L u is A v e .000000000Harloe A v e .000 H a rlo e A v e .0000000 00 0 0 0 000P a rk A v e .0000 0 0 0 0 0 P a rk A v e .0 0 0 0000 0 0 00000 0 0 0Ad d ie S t.000 0 0 0 A d d ie S t. (S )0 0Cypress St r eet 0 0 Dolliver St. (SR 1)0 000 0 0 F ra d y L n .0 0 P D T T P00Dolliver St . (SR 1) 0 0 P ric e C a n y o n R d .B e l l o S t . F ra d y L n .Fr aUS 101 SB Of f -Ramp0 6 3 98 1 5 0 0 M a in S t.0 0 0 0 0 P is m o A v e .0 00 P is m o A v e .00000000Lemoore St.00 Price Canyon Rd00 HCM 2010 TWSC PM Weekday 1: Shell Beach Rd./US 101 SB Off-Ramp & Avila Beach Dr. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 0 466 74 0 205 0 42 0 45 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 507 80 0 223 0 46 0 49 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 225 0 0 589 0 0 815 774 549 Stage 1 - - - - - - 549 549 - Stage 2 - - - - - - 266 225 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1344 - - 986 - - 296 329 535 Stage 1 - - - - - - 520 516 - Stage 2 - - - - - - 739 718 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1344 - - 986 - - 219 328 534 Mov Cap-2 Maneuver - - - - - - 219 328 - Stage 1 - - - - - - 519 515 - Stage 2 - - - - - - 609 717 - Approach EB WB NB HCM Control Delay, s 0 0 21.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 315 1344 - - 986 - - 309 813 HCM Lane V/C Ratio 0.3 ------0.285 0.068 HCM Control Delay (s) 21.3 0 - - 0 - - 21.2 9.8 HCM Lane LOS C A - - A - - C A HCM 95th %tile Q(veh) 1.2 0 - - 0 - - 1.1 0.2 Existing Conditions HCM 2010 TWSC PM Weekday 1: Shell Beach Rd./US 101 SB Off-Ramp & Avila Beach Dr. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 5 76 51 Conflicting Peds, #/hr 2 0 0 Sign Control Stop Stop Stop RT Channelized - - Yeild Storage Length - - 30 Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 5 83 55 Major/Minor Minor2 Conflicting Flow All 798 814 225 Stage 1 225 225 - Stage 2 573 589 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 304 312 814 Stage 1 778 718 - Stage 2 505 495 - Platoon blocked, % Mov Cap-1 Maneuver 276 311 813 Mov Cap-2 Maneuver 276 311 - Stage 1 777 717 - Stage 2 459 494 - Approach SB HCM Control Delay, s 16.8 HCM LOS C Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC PM Weekday 2: Avila Beach Dr./US 101 NB Off-Ramp & Monte Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 125 0 202 8 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 136 0 220 9 0 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 228 0 - 0 224 224 Stage 1 - - - - 224 - Stage 2 - - - - 0 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1340 - - - 764 815 Stage 1 - - - - 813 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1340 - - - 686 815 Mov Cap-2 Maneuver - - - - 686 - Stage 1 - - - - 813 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 8 0 9.4 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1340 - - - 815 HCM Lane V/C Ratio 0.101 - - - 0.004 HCM Control Delay (s) 8 - - - 9.4 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0.3 - - - 0 Existing Conditions HCM 2010 TWSC PM Weekday 3: Spyglass Dr./Mattie Rd. & US 101 NB Ramps Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Intersection Int Delay, s/veh 8.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 0 0 0 163 1 5 131 57 0 Conflicting Peds, #/hr 0 0 0 0 0 0 3 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - 140 - - 40 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 177 1 5 142 62 0 Major/Minor Minor1 Major1 Conflicting Flow All 394 418 65 71 0 0 Stage 1 347 347 - - - - Stage 2 47 71 - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 611 526 999 1529 - - Stage 1 716 635 - - - - Stage 2 975 836 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 553 0 997 1525 - - Mov Cap-2 Maneuver 553 0 - - - - Stage 1 649 0 - - - - Stage 2 973 0 - - - - Approach WB NB HCM Control Delay, s 14.3 5.3 HCM LOS B Minor Lane/Major Mvmt NBL NBT NBR WBLn1 WBLn2 SBL SBT SBR Capacity (veh/h) 1525 - - 553 997 1537 - - HCM Lane V/C Ratio 0.093 - - 0.32 0.007 - - - HCM Control Delay (s) 7.6 - - 14.5 8.6 0 - - HCM Lane LOS A - - B A A - - HCM 95th %tile Q(veh) 0.3 - - 1.4 0 0 - - Existing Conditions HCM 2010 TWSC PM Weekday 3: Spyglass Dr./Mattie Rd. & US 101 NB Ramps Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 5 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 0 22 43 Conflicting Peds, #/hr 0 0 3 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 0 24 47 Major/Minor Major2 Conflicting Flow All 62 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1541 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1537 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC PM Weekday 4: Spyglass Dr. & US 101 SB Ramps Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 6 Intersection Int Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 36 1 318 0 0 0 0 152 129 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - 320 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 39 1 346 0 0 0 0 165 140 Major/Minor Minor2 Major1 Conflicting Flow All 450 520 188 187 0 0 Stage 1 215 215 - - - - Stage 2 235 305 - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 567 461 854 1387 - - Stage 1 821 725 - - - - Stage 2 804 662 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 561 0 853 1386 - - Mov Cap-2 Maneuver 561 0 - - - - Stage 1 812 0 - - - - Stage 2 804 0 - - - - Approach EB NB HCM Control Delay, s 12.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 SBL SBT SBR Capacity (veh/h) 1386 - - 561 853 1255 - - HCM Lane V/C Ratio - - - 0.072 0.405 0.011 - - HCM Control Delay (s) 0 - - 11.9 12.1 7.9 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.2 2 0 - - Existing Conditions HCM 2010 TWSC PM Weekday 4: Spyglass Dr. & US 101 SB Ramps Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 7 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 13 172 0 Conflicting Peds, #/hr 1 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length 40 - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 14 187 0 Major/Minor Major2 Conflicting Flow All 305 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1256 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1255 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.6 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 AWSC PM Weekday 5: Spyglass Dr. & Shell Beach Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 13.4 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 100 104 12 0 10 68 127 0 11 54 21 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 109 113 13 0 11 74 138 0 12 59 23 Number of Lanes 011101100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 2 3 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 1 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 3 2 HCM Control Delay 12.1 13.6 11.8 HCM LOS B B B Lane NBLn1 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 13% 100% 0% 0% 100% 0% 100% 0% 0% Vol Thru, % 63% 0% 100% 0% 0% 35% 0% 100% 0% Vol Right, % 24% 0% 0% 100% 0% 65% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 86 100 104 12 10 195 276 78 136 LT Vol 54 0 104 0 0 68 0 78 0 Through Vol 21 0 0 12 0 127 0 0 136 RT Vol 11 100 0 0 10 0 276 0 0 Lane Flow Rate 93 109 113 13 11 212 300 85 148 Geometry Grp 888888777 Degree of Util (X) 0.191 0.229 0.222 0.023 0.023 0.393 0.556 0.145 0.224 Departure Headway (Hd) 7.362 7.594 7.085 6.374 7.645 6.672 6.671 6.167 5.462 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 491 470 503 557 465 536 540 579 653 Service Time 5.062 5.39 4.882 4.17 5.439 4.465 4.439 3.935 3.229 HCM Lane V/C Ratio 0.189 0.232 0.225 0.023 0.024 0.396 0.556 0.147 0.227 HCM Control Delay 11.8 12.7 11.9 9.3 10.6 13.8 17.5 10 9.8 HCM Lane LOS BBBABBCAA HCM 95th-tile Q 0.7 0.9 0.8 0.1 0.1 1.9 3.4 0.5 0.9 Existing Conditions HCM 2010 AWSC PM Weekday 5: Spyglass Dr. & Shell Beach Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 276 78 136 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 300 85 148 Number of Lanes 0111 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 14.2 HCM LOS B Lane Existing Conditions HCM 2010 AWSC PM Weekday 6: Terrace Ave. & Shell Beach Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 3 Intersection Intersection Delay, s/veh 9.7 Intersection LOS A Movement EBU EBT EBR WBU WBL WBT NBU NBL NBR Vol, veh/h 0 308 17 0 9 147 0 13 16 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222 22 2 Mvmt Flow 0 335 18 0 10 160 0 14 17 Number of Lanes 0 10011 01 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 2 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 2 HCM Control Delay 10.2 8.8 8.1 HCM LOS B A A Lane NBLn1 EBLn1 WBLn1 WBLn2 Vol Left, % 45% 0% 100% 0% Vol Thru, % 0% 95% 0% 100% Vol Right, % 55% 5% 0% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 29 325 9 147 LT Vol 0 308 0 147 Through Vol 16 17 0 0 RT Vol 13 0 9 0 Lane Flow Rate 32 353 10 160 Geometry Grp 2577 Degree of Util (X) 0.042 0.41 0.014 0.211 Departure Headway (Hd) 4.852 4.183 5.267 4.765 Convergence, Y/N Yes Yes Yes Yes Cap 742 848 673 745 Service Time 2.852 2.272 3.053 2.551 HCM Lane V/C Ratio 0.043 0.416 0.015 0.215 HCM Control Delay 8.1 10.2 8.1 8.8 HCM Lane LOS ABAA HCM 95th-tile Q 0.1 2 0 0.8 Existing Conditions HCM 2010 AWSC PM Weekday 7: Vista Del Mar & Shell Beach Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Intersection Intersection Delay, s/veh 9.2 Intersection LOS A Movement EBU EBT EBR WBU WBL WBT NBU NBL NBR Vol, veh/h 0 287 37 0 6 141 0 15 4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222 22 2 Mvmt Flow 0 312 40 0 7 153 0 16 4 Number of Lanes 0 10001 01 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay 9.7 8.3 8.2 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 79% 0% 4% Vol Thru, % 0% 89% 96% Vol Right, % 21% 11% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 19 324 147 LT Vol 0 287 141 Through Vol 4 37 0 RT Vol 15 0 6 Lane Flow Rate 21 352 160 Geometry Grp 1 1 1 Degree of Util (X) 0.029 0.393 0.188 Departure Headway (Hd) 5.05 4.02 4.241 Convergence, Y/N Yes Yes Yes Cap 713 887 834 Service Time 3.05 2.081 2.331 HCM Lane V/C Ratio 0.029 0.397 0.192 HCM Control Delay 8.2 9.7 8.3 HCM Lane LOS A A A HCM 95th-tile Q 0.1 1.9 0.7 Existing Conditions HCM 2010 AWSC PM Weekday 8: Esparto Ave. & Shell Beach Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 5 Intersection Intersection Delay, s/veh 9.3 Intersection LOS A Movement EBU EBT EBR WBU WBL WBT NBU NBL NBR Vol, veh/h 0 279 13 0 14 216 0 6 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222 22 2 Mvmt Flow 0 303 14 0 15 235 0 7 10 Number of Lanes 0 10001 01 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay 9.6 9.1 8 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 40% 0% 6% Vol Thru, % 0% 96% 94% Vol Right, % 60% 4% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 15 292 230 LT Vol 0 279 216 Through Vol 9 13 0 RT Vol 6 0 14 Lane Flow Rate 16 317 250 Geometry Grp 1 1 1 Degree of Util (X) 0.022 0.363 0.292 Departure Headway (Hd) 4.858 4.121 4.21 Convergence, Y/N Yes Yes Yes Cap 741 863 843 Service Time 2.858 2.196 2.295 HCM Lane V/C Ratio 0.022 0.367 0.297 HCM Control Delay 8 9.6 9.1 HCM Lane LOS A A A HCM 95th-tile Q 0.1 1.7 1.2 Existing Conditions HCM 2010 AWSC PM Weekday 9: Windward Ave. & Shell Beach Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 9.4 Intersection LOS A Movement EBU EBT EBR WBU WBL WBT NBU NBL NBR Vol, veh/h 0 286 10 0 10 219 0 19 4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222 22 2 Mvmt Flow 0 311 11 0 11 238 0 21 4 Number of Lanes 0 10001 01 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay 9.7 9.1 8.4 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 83% 0% 4% Vol Thru, % 0% 97% 96% Vol Right, % 17% 3% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 23 296 229 LT Vol 0 286 219 Through Vol 4 10 0 RT Vol 19 0 10 Lane Flow Rate 25 322 249 Geometry Grp 1 1 1 Degree of Util (X) 0.036 0.37 0.292 Departure Headway (Hd) 5.215 4.143 4.328 Convergence, Y/N Yes Yes Yes Cap 691 856 836 Service Time 3.215 2.232 2.328 HCM Lane V/C Ratio 0.036 0.376 0.298 HCM Control Delay 8.4 9.7 9.1 HCM Lane LOS A A A HCM 95th-tile Q 0.1 1.7 1.2 Existing Conditions HCM 2010 TWSC PM Weekday 10: Mattie Rd. & US 101 NB Ramps Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 8 Intersection Int Delay, s/veh 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 0 0 0 211 2 45 112 22 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - 160 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 229 2 49 122 24 0 Major/Minor Minor1 Major1 Conflicting Flow All 295 267 24 0 0 0 Stage 1 267 267 - - - - Stage 2 28 0 - - - - Critical Hdwy 6.42 6.52 6.22 - - - Critical Hdwy Stg 1 5.42 5.52 - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy 3.518 4.018 3.318 - - - Pot Cap-1 Maneuver 696 639 1052 - - - Stage 1 778 688 - - - - Stage 2 - - - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 696 0 1052 - - - Mov Cap-2 Maneuver 696 0 - - - - Stage 1 778 0 - - - - Stage 2 - 0 - - - - Approach WB NB HCM Control Delay, s 12 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT NBR WBLn1 WBLn2 SBLn1 Capacity (veh/h) - - - 696 1052 - HCM Lane V/C Ratio - - - 0.33 0.049 - HCM Control Delay (s) - - - 12.7 8.6 - HCM Lane LOS - - - B A - HCM 95th %tile Q(veh) - - - 1.4 0.2 - Existing Conditions HCM 2010 TWSC PM Weekday 10: Mattie Rd. & US 101 NB Ramps Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 9 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 1 52 0 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 1 57 0 Major/Minor Minor2 Conflicting Flow All 293 267 0 Stage 1 0 0 - Stage 2 293 267 - Critical Hdwy 6.42 6.52 - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 5.42 5.52 - Follow-up Hdwy 3.518 4.018 - Pot Cap-1 Maneuver 698 639 - Stage 1 - - - Stage 2 757 688 - Platoon blocked, % Mov Cap-1 Maneuver 698 0 - Mov Cap-2 Maneuver 698 0 - Stage 1 - 0 - Stage 2 757 0 - Approach SB HCM Control Delay, s HCM LOS - Minor Lane/Major Mvmt Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 12: Price St. & Mattie Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 17 154 122 117 90 173 Number 5 2 6 16 7 14 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 18 167 133 127 98 188 Adj No. of Lanes 011011 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222 Cap, veh/h 191 580 293 280 520 464 Arrive On Green 0.33 0.33 0.33 0.33 0.29 0.29 Sat Flow, veh/h 77 1734 875 836 1774 1583 Grp Volume(v), veh/h 185 0 0 260 98 188 Grp Sat Flow(s),veh/h/ln 1811 0 0 1711 1774 1583 Q Serve(g_s), s 0.0 0.0 0.0 2.8 1.0 2.3 Cycle Q Clear(g_c), s 1.8 0.0 0.0 2.8 1.0 2.3 Prop In Lane 0.10 0.49 1.00 1.00 Lane Grp Cap(c), veh/h 771 0 0 573 520 464 V/C Ratio(X) 0.24 0.00 0.00 0.45 0.19 0.41 Avail Cap(c_a), veh/h 2380 0 0 2148 1447 1292 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 5.9 0.0 0.0 6.2 6.3 6.8 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.4 0.2 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.9 0.0 0.0 1.4 0.5 1.1 LnGrp Delay(d),s/veh 6.0 0.0 0.0 6.7 6.5 7.4 LnGrp LOS A A A A Approach Vol, veh/h 185 260 286 Approach Delay, s/veh 6.0 6.7 7.1 Approach LOS A A A Timer 12345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 12.9 11.0 12.9 Change Period (Y+Rc), s 4.9 4.0 4.9 Max Green Setting (Gmax), s 30.0 19.5 30.0 Max Q Clear Time (g_c+I1), s 3.8 4.3 4.8 Green Ext Time (p_c), s 2.2 0.8 2.2 Intersection Summary HCM 2010 Ctrl Delay 6.6 HCM 2010 LOS A Existing Conditions HCM 2010 TWSC PM Weekday 13: Price St. & US 101 SB Off-Ramp Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 11 Intersection Int Delay, s/veh 2.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 236 210 0 68 41 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 120 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 257 228 0 74 45 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 228 0 - 0 485 228 Stage 1 - - - - 228 - Stage 2 - - - - 257 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1340 - - - 541 811 Stage 1 - - - - 810 - Stage 2 - - - - 786 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1340 - - - 541 811 Mov Cap-2 Maneuver - - - - 541 - Stage 1 - - - - 810 - Stage 2 - - - - 786 - Approach EB WB SB HCM Control Delay, s 0 0 11.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1340 - - - 541 811 HCM Lane V/C Ratio ----0.137 0.055 HCM Control Delay (s) 0 - - - 12.7 9.7 HCM Lane LOS A - - - B A HCM 95th %tile Q(veh) 0 - - - 0.5 0.2 Existing Conditions HCM 2010 AWSC PM Weekday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 6 Intersection Intersection Delay, s/veh 13 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 150 145 0 16 97 0 0 157 0 13 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 163 158 0 17 105 0 0 171 0 14 Number of Lanes 001000100101 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 2 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 3 1 HCM Control Delay 14.7 11.2 13.5 HCM LOS B B B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 14% 100% 0% 0% Vol Thru, % 0% 0% 51% 86% 0% 100% 0% Vol Right, % 0% 100% 49% 0% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 157 13 295 113 59 176 12 LT Vol 0 0 150 97 0 176 0 Through Vol 0 13 145 0 0 0 12 RT Vol 157 0 0 16 59 0 0 Lane Flow Rate 171 14 321 123 64 191 13 Geometry Grp 8877777 Degree of Util (X) 0.345 0.024 0.517 0.223 0.121 0.333 0.02 Departure Headway (Hd) 7.271 6.043 5.802 6.548 6.776 6.266 5.553 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 493 589 619 545 528 572 642 Service Time 5.041 3.812 3.558 4.319 4.535 4.025 3.312 HCM Lane V/C Ratio 0.347 0.024 0.519 0.226 0.121 0.334 0.02 HCM Control Delay 13.9 9 14.7 11.2 10.5 12.2 8.4 HCM Lane LOS BABBBBA HCM 95th-tile Q 1.5 0.1 3 0.8 0.4 1.5 0.1 Existing Conditions HCM 2010 AWSC PM Weekday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 7 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 59 176 12 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 64 191 13 Number of Lanes 0111 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 11.6 HCM LOS B Lane Existing Conditions HCM 2010 TWSC PM Weekday 15: Bello St. & Bay St. & US 101 NB On-Ramp Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER Vol, veh/h 0 0 1 5 0 1 174 3 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free RT Channelized - - None - - None - None - - Storage Length - - - - - - 0 - - - Veh in Median Storage, # - 0 - - 0 - 0 - 0 - Grade, % - 0 - - 0 - 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 1 5 0 1 189 3 0 0 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 193 195 0 194 193 191 0 0 Stage 1 0 0 - 193 193 - - - Stage 2 193 195 - 1 0 - - - Critical Hdwy 6.42 6.52 - 6.42 6.52 6.22 - - Critical Hdwy Stg 1 - - - 5.42 5.52 - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - Follow-up Hdwy 3.518 4.018 - 3.518 4.018 3.318 - - Pot Cap-1 Maneuver 796 700 - 795 702 851 - - Stage 1 - - - 840 741 - - - Stage 2 840 739 - - - - - - Platoon blocked, %- Mov Cap-1 Maneuver 796 0 - 795 0 851 - - Mov Cap-2 Maneuver 796 0 - 795 0 - - - Stage 1 - 0 - 840 0 - - - Stage 2 840 0 - - 0 - - - Approach EB WB NB HCM Control Delay, s 9.5 0 HCM LOS - A Minor Lane/Major Mvmt NBL2 NBL NBREBLn1WBLn1 Capacity (veh/h)----804 HCM Lane V/C Ratio ----0.008 HCM Control Delay (s)----9.5 HCM Lane LOS ----A HCM 95th %tile Q(veh)----0 Existing Conditions HCM 2010 TWSC PM Weekday 16: Dolliver St. (SR 1) & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 14 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 6 10 25 32 14 15 10 169 52 Conflicting Peds, #/hr 2 0 8 8 0 2 22 0 9 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 11 27 35 15 16 11 184 57 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 627 640 375 631 615 242 356 0 0 Stage 1 370 370 - 242 242 - - - - Stage 2 257 270 - 389 373 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 396 393 671 394 407 797 1203 - - Stage 1 650 620 - 762 705 - - - - Stage 2 748 686 - 635 618 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 361 380 654 355 394 777 1181 - - Mov Cap-2 Maneuver 361 380 - 355 394 - - - - Stage 1 639 610 - 749 693 - - - - Stage 2 695 674 - 582 608 - - - - Approach EB WB NB HCM Control Delay, s 12.8 15.1 0.3 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1181 - - 505 421 1294 - - HCM Lane V/C Ratio 0.009 - - 0.088 0.157 0.007 - - HCM Control Delay (s) 8.1 0 - 12.8 15.1 7.8 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 0.3 0.6 0 - - Existing Conditions HCM 2010 TWSC PM Weekday 16: Dolliver St. (SR 1) & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 15 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 8 314 6 Conflicting Peds, #/hr 9 0 22 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 9 341 7 Major/Minor Major2 Conflicting Flow All 248 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1318 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1294 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.2 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 AWSC PM Weekday 17: Price St. & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 8 Intersection Intersection Delay, s/veh 9.4 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 4 56 17 0 28 39 69 0 9 72 50 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 4 61 18 0 30 42 75 0 10 78 54 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 2 Conflicting Approach Left SB NB EB Conflicting Lanes Left 2 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 2 1 HCM Control Delay 8.8 9 8.9 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 7% 5% 21% 100% 0% Vol Thru, % 55% 73% 29% 0% 95% Vol Right, % 38% 22% 51% 0% 5% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 131 77 136 62 195 LT Vol 72 56 39 0 186 Through Vol 50 17 69 0 9 RT Vol 9 4 28 62 0 Lane Flow Rate 142 84 148 67 212 Geometry Grp 52277 Degree of Util (X) 0.187 0.117 0.197 0.107 0.306 Departure Headway (Hd) 4.732 5.026 4.799 5.728 5.192 Convergence, Y/N Yes Yes Yes Yes Yes Cap 753 708 744 623 689 Service Time 2.795 3.091 2.856 3.485 2.949 HCM Lane V/C Ratio 0.189 0.119 0.199 0.108 0.308 HCM Control Delay 8.9 8.8 9 9.2 10.2 HCM Lane LOS AAAAB HCM 95th-tile Q 0.7 0.4 0.7 0.4 1.3 Existing Conditions HCM 2010 AWSC PM Weekday 17: Price St. & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 9 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 62 186 9 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 67 202 10 Number of Lanes 0110 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 10 HCM LOS A Lane Existing Conditions HCM 2010 TWSC PM Weekday 18: US 101 NB Off-Ramp & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 16 Intersection Int Delay, s/veh 5.2 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 135 0 0 26 110 66 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 147 0 0 28 120 72 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 147 0 175 147 Stage 1 - - - - 147 - Stage 2 - - - - 28 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1435 - 815 900 Stage 1 - - - - 880 - Stage 2 - - - - 995 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1435 - 815 900 Mov Cap-2 Maneuver - - - - 815 - Stage 1 - - - - 880 - Stage 2 - - - - 995 - Approach EB WB NB HCM Control Delay, s 0 0 9.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 815 900 - - 1435 - HCM Lane V/C Ratio 0.147 0.08 ---- HCM Control Delay (s) 10.2 9.3 - - 0 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.5 0.3 - - 0 - Existing Conditions HCM 2010 AWSC PM Weekday 19: Bello St. & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 10 Intersection Intersection Delay, s/veh 8.4 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 77 98 26 0 32 11 20 0 7 70 17 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 84 107 28 0 35 12 22 0 8 76 18 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8.8 7.8 8.2 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 7% 38% 51% 5% Vol Thru, % 74% 49% 17% 53% Vol Right, % 18% 13% 32% 42% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 94 201 63 19 LT Vol 70 98 11 10 Through Vol 17 26 20 8 RT Vol 7 77 32 1 Lane Flow Rate 102 218 68 21 Geometry Grp 1111 Degree of Util (X) 0.128 0.255 0.083 0.026 Departure Headway (Hd) 4.506 4.308 4.36 4.456 Convergence, Y/N Yes Yes Yes Yes Cap 799 839 824 806 Service Time 2.514 2.308 2.375 2.466 HCM Lane V/C Ratio 0.128 0.26 0.083 0.026 HCM Control Delay 8.2 8.8 7.8 7.6 HCM Lane LOS AAAA HCM 95th-tile Q 0.4 1 0.3 0.1 Existing Conditions HCM 2010 AWSC PM Weekday 19: Bello St. & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 11 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 1 10 8 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 1 11 9 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 7.6 HCM LOS A Lane Existing Conditions HCM 2010 TWSC PM Weekday 20: Dolliver St. (SR 1) & Main Street Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 17 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 8 7 36 9 1 9 14 236 19 Conflicting Peds, #/hr 8 0 16 16 0 8 56 0 23 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 8 39 10 1 10 15 257 21 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 762 767 483 779 766 339 438 0 0 Stage 1 443 443 - 313 313 - - - - Stage 2 319 324 - 466 453 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 322 332 584 313 333 703 1122 - - Stage 1 594 576 - 698 657 - - - - Stage 2 693 650 - 577 570 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 292 315 549 263 316 661 1070 - - Mov Cap-2 Maneuver 292 315 - 263 316 - - - - Stage 1 576 563 - 677 637 - - - - Stage 2 639 630 - 499 557 - - - - Approach EB WB NB HCM Control Delay, s 14.3 15.2 0.4 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1070 - - 443 373 1210 - - HCM Lane V/C Ratio 0.014 - - 0.125 0.055 0.006 - - HCM Control Delay (s) 8.4 0 - 14.3 15.2 8 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 0.4 0.2 0 - - Existing Conditions HCM 2010 TWSC PM Weekday 20: Dolliver St. (SR 1) & Main Street Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 18 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 7 369 19 Conflicting Peds, #/hr 23 0 56 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 8 401 21 Major/Minor Major2 Conflicting Flow All 293 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1269 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1210 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.1 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC PM Weekday 21: Cypress Street & Pomeroy Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 16.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 77 99 20 0 1 0 0 1 0 Conflicting Peds, #/hr 0 0 0 168 0 295 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 84 108 22 0 1 0 0 1 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 297 297 296 1 0 0 296 0 0 Stage 1 296 296 - - - - - - - Stage 2 1 1 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 694 615 743 1622 - - 1265 - - Stage 1 755 668 - - - - - - - Stage 2 1022 895 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 523 0 560 1622 - - 1265 - - Mov Cap-2 Maneuver 523 0 - - - - - - - Stage 1 569 0 - - - - - - - Stage 2 1022 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 16.3 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 1622 - - 530 1265 - - HCM Lane V/C Ratio - - - 0.402 - - - HCM Control Delay (s) 0 - - 16.3 0 - - HCM Lane LOS A - - C A - - HCM 95th %tile Q(veh) 0 - - 1.9 0 - - Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 22: Dolliver St. (SR 1) & Pomeroy Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 0 0 0 38 55 19 74 260 0 0 339 68 Number 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 0.93 0.99 1.00 1.00 0.85 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1900 1863 0 0 1863 1900 Adj Flow Rate, veh/h 41 60 21 80 283 0 0 368 74 Adj No. of Lanes 110010010 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222220022 Cap, veh/h 836 607 213 144 458 0 0 595 120 Arrive On Green 0.47 0.47 0.47 0.13 0.13 0.00 0.00 0.41 0.41 Sat Flow, veh/h 1774 1289 451 172 1120 0 0 1456 293 Grp Volume(v), veh/h 41 0 81 363 0000442 Grp Sat Flow(s),veh/h/ln 1774 0 1741 1292 00001749 Q Serve(g_s), s 0.8 0.0 1.5 5.5 0.0 0.0 0.0 0.0 12.0 Cycle Q Clear(g_c), s 0.8 0.0 1.5 17.5 0.0 0.0 0.0 0.0 12.0 Prop In Lane 1.00 0.26 0.22 0.00 0.00 0.17 Lane Grp Cap(c), veh/h 836 0 820 602 0000715 V/C Ratio(X) 0.05 0.00 0.10 0.60 0.00 0.00 0.00 0.00 0.62 Avail Cap(c_a), veh/h 836 0 820 799 0000942 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.97 0.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 8.6 0.0 8.8 22.1 0.0 0.0 0.0 0.0 14.0 Incr Delay (d2), s/veh 0.1 0.0 0.2 0.7 0.0 0.0 0.0 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.4 0.0 0.8 5.9 0.0 0.0 0.0 0.0 6.0 LnGrp Delay(d),s/veh 8.7 0.0 9.0 22.8 0.0 0.0 0.0 0.0 15.3 LnGrp LOS A A C B Approach Vol, veh/h 122 363 442 Approach Delay, s/veh 8.9 22.8 15.3 Approach LOS A C B Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 28.2 31.8 28.2 Change Period (Y+Rc), s 3.7 3.5 3.7 Max Green Setting (Gmax), s 32.3 20.5 32.3 Max Q Clear Time (g_c+I1), s 14.0 3.5 19.5 Green Ext Time (p_c), s 6.1 0.3 5.1 Intersection Summary HCM 2010 Ctrl Delay 17.4 HCM 2010 LOS B Existing Conditions HCM 2010 AWSC PM Weekday 23: Price St. & Pomeroy Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 9.3 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0000001001011652 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0000001001101792 Number of Lanes 000000100110 Approach WB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left NB Conflicting Lanes Left 2 0 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 HCM Control Delay 8.2 8.9 HCM LOS A A Lane NBLn1 NBLn2 WBLn1 SBLn1 Vol Left, % 100% 0% 0% 4% Vol Thru, % 0% 99% 100% 90% Vol Right, % 0% 1% 0% 7% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 101 167 1 285 LT Vol 0 165 1 256 Through Vol 0 2 0 19 RT Vol 101 0 0 10 Lane Flow Rate 110 182 1 310 Geometry Grp 7725 Degree of Util (X) 0.158 0.236 0.002 0.362 Departure Headway (Hd) 5.185 4.676 5.239 4.202 Convergence, Y/N Yes Yes Yes Yes Cap 689 764 687 843 Service Time 2.935 2.425 3.239 2.298 HCM Lane V/C Ratio 0.16 0.238 0.001 0.368 HCM Control Delay 8.9 8.9 8.2 9.7 HCM Lane LOS AAAA HCM 95th-tile Q 0.6 0.9 0 1.7 Existing Conditions HCM 2010 AWSC PM Weekday 23: Price St. & Pomeroy Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 10 256 19 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 11 278 21 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right Conflicting Lanes Right 0 HCM Control Delay 9.7 HCM LOS A Lane Existing Conditions HCM 2010 AWSC PM Weekday 24: Cypress Street & Hinds Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 7.6 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 96 40 000000060 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 104 43 000000065 Number of Lanes 001000000001 Approach EB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 Conflicting Approach Right NB Conflicting Lanes Right 1 0 HCM Control Delay 7.8 7 HCM LOS A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 0% 0% 46% Vol Thru, % 0% 71% 54% Vol Right, % 100% 29% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 60 136 68 LT Vol 0 96 37 Through Vol 60 40 0 RT Vol 0 0 31 Lane Flow Rate 65 148 74 Geometry Grp 1 1 1 Degree of Util (X) 0.066 0.164 0.089 Departure Headway (Hd) 3.649 3.997 4.335 Convergence, Y/N Yes Yes Yes Cap 965 890 817 Service Time 1.735 2.056 2.409 HCM Lane V/C Ratio 0.067 0.166 0.091 HCM Control Delay 7 7.8 7.8 HCM Lane LOS A A A HCM 95th-tile Q 0.2 0.6 0.3 Existing Conditions HCM 2010 AWSC PM Weekday 24: Cypress Street & Hinds Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 31 37 0 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 34 40 0 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left Conflicting Lanes Left 0 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 7.8 HCM LOS A Lane Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 25: Dolliver St. (SR 1) & Hinds Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 49 70 40 000029658323500 Number 5 2 12 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 0 1863 1900 1900 1863 0 Adj Flow Rate, veh/h 53 76 43 0 322 63 35 380 0 Adj No. of Lanes 0 2 0 010010 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 0 022220 Cap, veh/h 116 168 96 0 1163 228 132 1308 0 Arrive On Green 0.11 0.11 0.11 0.00 0.77 0.77 1.00 1.00 0.00 Sat Flow, veh/h 1047 1518 869 0 1511 296 86 1700 0 Grp Volume(v), veh/h 92 0 80 0 0 385 415 0 0 Grp Sat Flow(s),veh/h/ln 1810 0 1624 0 0 1807 1787 0 0 Q Serve(g_s), s 2.8 0.0 2.8 0.0 0.0 3.7 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.8 0.0 2.8 0.0 0.0 3.7 0.0 0.0 0.0 Prop In Lane 0.58 0.54 0.00 0.16 0.08 0.00 Lane Grp Cap(c), veh/h 200 0 179 0 0 1391 1440 0 0 V/C Ratio(X) 0.46 0.00 0.45 0.00 0.00 0.28 0.29 0.00 0.00 Avail Cap(c_a), veh/h 498 0 447 0 0 1391 1440 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.00 1.00 0.73 0.00 0.00 Uniform Delay (d), s/veh 25.0 0.0 25.0 0.0 0.0 2.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 0.7 0.0 0.0 0.5 0.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.5 0.0 1.3 0.0 0.0 2.0 0.1 0.0 0.0 LnGrp Delay(d),s/veh 25.6 0.0 25.6 0.0 0.0 2.5 0.4 0.0 0.0 LnGrp LOS C C A A Approach Vol, veh/h 172 385 415 Approach Delay, s/veh 25.6 2.5 0.4 Approach LOS C A A Timer 12345678 Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 10.1 49.9 49.9 Change Period (Y+Rc), s 3.5 3.7 3.7 Max Green Setting (Gmax), s 16.5 36.3 36.3 Max Q Clear Time (g_c+I1), s 4.8 2.0 5.7 Green Ext Time (p_c), s 0.5 5.1 5.0 Intersection Summary HCM 2010 Ctrl Delay 5.7 HCM 2010 LOS A Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 26: Price St. & Hinds Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 23 74 81 750 0 73 0 176 210 10 243 0 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 0 1863 1900 1900 1863 0 Adj Flow Rate, veh/h 25 80 88 889 0 0 0 191 228 11 264 0 Adj No. of Lanes 110210020020 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222022220 Cap, veh/h 276 125 138 1211 636 0 0 423 377 105 806 0 Arrive On Green 0.16 0.16 0.16 0.34 0.00 0.00 0.00 0.24 0.24 0.24 0.24 0.00 Sat Flow, veh/h 1774 808 888 3548 1863 0 0 1863 1577 50 3462 0 Grp Volume(v), veh/h 25 0 168 889 0 0 0 191 228 148 127 0 Grp Sat Flow(s),veh/h/ln 1774 0 1696 1774 1863 0 0 1770 1577 1816 1610 0 Q Serve(g_s), s 0.5 0.0 3.9 9.2 0.0 0.0 0.0 3.8 5.3 0.0 2.7 0.0 Cycle Q Clear(g_c), s 0.5 0.0 3.9 9.2 0.0 0.0 0.0 3.8 5.3 2.7 2.7 0.0 Prop In Lane 1.00 0.52 1.00 0.00 0.00 1.00 0.07 0.00 Lane Grp Cap(c), veh/h 276 0 263 1211 636 0 0 423 377 527 385 0 V/C Ratio(X) 0.09 0.00 0.64 0.73 0.00 0.00 0.00 0.45 0.61 0.28 0.33 0.00 Avail Cap(c_a), veh/h 896 0 857 2006 1053 0 0 617 550 718 562 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 15.0 0.0 16.5 12.0 0.0 0.0 0.0 13.5 14.1 13.1 13.1 0.0 Incr Delay (d2), s/veh 0.1 0.0 2.6 0.9 0.0 0.0 0.0 0.8 1.6 0.3 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.3 0.0 2.0 4.6 0.0 0.0 0.0 1.9 2.4 1.4 1.3 0.0 LnGrp Delay(d),s/veh 15.2 0.0 19.0 12.9 0.0 0.0 0.0 14.3 15.6 13.4 13.6 0.0 LnGrp LOS B B B BBBB Approach Vol, veh/h 193 889 419 275 Approach Delay, s/veh 18.5 12.9 15.0 13.5 Approach LOS BBBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 13.9 10.0 13.9 17.7 Change Period (Y+Rc), s 4.0 3.5 4.0 3.5 Max Green Setting (Gmax), s 14.5 21.0 14.5 23.5 Max Q Clear Time (g_c+I1), s 7.3 5.9 4.7 11.2 Green Ext Time (p_c), s 2.6 0.9 3.1 3.0 Intersection Summary HCM 2010 Ctrl Delay 14.1 HCM 2010 LOS B Notes User approved volume balancing among the lanes for turning movement. Existing Conditions HCM 2010 TWSC PM Weekday 27: Hinds Avenue & US 101 SB Off-Ramp Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 22 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 294 752 0 20 71 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 160 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 320 817 0 22 77 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 817 0 - 0 1137 409 Stage 1 - - - - 817 - Stage 2 - - - - 320 - Critical Hdwy 4.14 - - - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy 2.22 - - - 3.519 3.319 Pot Cap-1 Maneuver 807 - - - 209 592 Stage 1 - - - - 396 - Stage 2 - - - - 735 - Platoon blocked, % - - - Mov Cap-1 Maneuver 807 - - - 209 592 Mov Cap-2 Maneuver - - - - 209 - Stage 1 - - - - 396 - Stage 2 - - - - 735 - Approach EB WB SB HCM Control Delay, s 0 0 14.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 807 - - - 209 592 HCM Lane V/C Ratio ----0.104 0.13 HCM Control Delay (s) 0 - - - 24.2 12 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0 - - - 0.3 0.4 Existing Conditions HCM 2010 TWSC PM Weekday 28: Bello St. & Hinds Avenue/Price Canyon Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 23 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 49 216 29 1 688 40 9 6 0 Conflicting Peds, #/hr 0 0 1 1 0 0 1 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop RT Channelized - - None - - None - - Yeild Storage Length 50 - - 65 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 53 235 32 1 748 43 10 7 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 792 0 0 267 0 0 1132 1152 253 Stage 1 - - - - - - 358 358 - Stage 2 - - - - - - 774 794 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 829 - - 1297 - - 180 198 786 Stage 1 - - - - - - 660 628 - Stage 2 - - - - - - 391 400 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 828 - - 1296 - - 144 185 785 Mov Cap-2 Maneuver - - - - - - 144 185 - Stage 1 - - - - - - 617 587 - Stage 2 - - - - - - 330 399 - Approach EB WB NB HCM Control Delay, s 1.6 0 30.4 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 158 828 - - 1296 - - 428 HCM Lane V/C Ratio 0.103 0.064 - - 0.001 - - 0.15 HCM Control Delay (s) 30.4 9.6 - - 7.8 - - 14.9 HCM Lane LOS D A - - A - - B HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 0.5 Existing Conditions HCM 2010 TWSC PM Weekday 28: Bello St. & Hinds Avenue/Price Canyon Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 24 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 2 2 55 Conflicting Peds, #/hr 0 0 1 Sign Control Stop Stop Stop RT Channelized - - Yeild Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 2 2 60 Major/Minor Minor2 Conflicting Flow All 1134 1147 772 Stage 1 773 773 - Stage 2 361 374 - Critical Hdwy 7.12 6.52 6.22 Critical Hdwy Stg 1 6.12 5.52 - Critical Hdwy Stg 2 6.12 5.52 - Follow-up Hdwy 3.518 4.018 3.318 Pot Cap-1 Maneuver 180 199 400 Stage 1 392 409 - Stage 2 657 618 - Platoon blocked, % Mov Cap-1 Maneuver 166 186 399 Mov Cap-2 Maneuver 166 186 - Stage 1 367 408 - Stage 2 608 578 - Approach SB HCM Control Delay, s 14.9 HCM LOS B Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC PM Weekday 29: Price Canyon Rd. & Lemoore St. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 25 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 3 9 5 213 732 6 Conflicting Peds, #/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 70 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 10 5 232 796 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1041 800 802 0 - 0 Stage 1 799 - - - - - Stage 2 242 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 255 385 822 - - - Stage 1 443 - - - - - Stage 2 798 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 253 385 821 - - - Mov Cap-2 Maneuver 253 - - - - - Stage 1 443 - - - - - Stage 2 793 - - - - - Approach EB NB SB HCM Control Delay, s 16 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 821 - 341 - - HCM Lane V/C Ratio 0.007 - 0.038 - - HCM Control Delay (s) 9.4 - 16 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.1 - - Existing Conditions HCM 2010 TWSC PM Weekday 30: Cypress Street & Stimson Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 26 Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 5 30 9 8 46 25 2 23 5 Conflicting Peds, #/hr 4 0 8 8 0 4 70 0 35 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 33 10 9 50 27 2 25 5 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 183 147 135 165 149 106 70 0 0 Stage 1 104 104 - 40 40 - - - - Stage 2 79 43 - 125 109 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 778 744 914 800 743 948 1531 - - Stage 1 902 809 - 975 862 - - - - Stage 2 930 859 - 879 805 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 661 723 855 706 722 887 1442 - - Mov Cap-2 Maneuver 661 723 - 706 722 - - - - Stage 1 895 792 - 968 855 - - - - Stage 2 798 852 - 774 788 - - - - Approach EB WB NB HCM Control Delay, s 10.2 10.3 0.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1442 - - 738 765 1480 - - HCM Lane V/C Ratio 0.002 - - 0.065 0.112 0.013 - - HCM Control Delay (s) 7.5 0 - 10.2 10.3 7.5 0 - HCM Lane LOS A A -BBAA - HCM 95th %tile Q(veh) 0 - - 0.2 0.4 0 - - Existing Conditions HCM 2010 TWSC PM Weekday 30: Cypress Street & Stimson Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 27 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 18 48 9 Conflicting Peds, #/hr 35 0 70 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 20 52 10 Major/Minor Major2 Conflicting Flow All 38 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1572 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1480 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 1.8 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC PM Weekday 31: Dolliver St. (SR 1) & Stimson Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 28 14 46 29 9 28 328 7 13 341 32 Conflicting Peds, #/hr 51 0 5 5 0 51 26 0 18 18 0 26 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 30 15 50 32 10 30 357 8 14 371 35 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 943 926 448 945 922 437 422 0 0 415 0 0 Stage 1 450 450 - 472 472 - - - - - - - Stage 2 493 476 - 473 450 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 243 269 611 242 270 620 1137 - - 1144 - - Stage 1 589 572 - 573 559 - - - - - - - Stage 2 558 557 - 572 572 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 193 234 572 191 235 581 1112 - - 1119 - - Mov Cap-2 Maneuver 193 234 - 191 235 - - - - - - - Stage 1 545 539 - 530 517 - - - - - - - Stage 2 487 515 - 506 539 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 23.4 32.3 0.6 0.3 HCM LOS C D Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1112 - - 257 221 1119 - - HCM Lane V/C Ratio 0.027 - - 0.241 0.413 0.013 - - HCM Control Delay (s) 8.3 0 - 23.4 32.3 8.3 0 - HCM Lane LOS A A - C D A A - HCM 95th %tile Q(veh) 0.1 - - 0.9 1.9 0 - - Existing Conditions HCM 2010 TWSC PM Weekday 32: Price St. & Stimson Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 30 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 10 0 42 0 0 2 27 365 1 Conflicting Peds, #/hr 0 0 0 0 0 0 19 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - 30 - - 30 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 0 46 0 0 2 29 397 1 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1594 1595 604 1008 1629 416 1171 0 0 Stage 1 1138 1138 - 456 456 - - - - Stage 2 456 457 - 552 1173 - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - Pot Cap-1 Maneuver 79 106 442 207 101 636 592 - - Stage 1 215 275 - 583 567 - - - - Stage 2 583 567 - 486 265 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 74 99 435 173 94 626 583 - - Mov Cap-2 Maneuver 74 99 - 173 94 - - - - Stage 1 201 274 - 546 531 - - - - Stage 2 535 531 - 427 264 - - - - Approach EB WB NB HCM Control Delay, s 23.4 10.8 0.8 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 WBLn2 SBL SBT SBR Capacity (veh/h) 583 - - 74 435 - 626 1143 - - HCM Lane V/C Ratio 0.05 - - 0.147 0.105 - 0.003 0.001 - - HCM Control Delay (s) 11.5 0 - 61.9 14.2 0 10.8 8.2 0 - HCM Lane LOS B A - F BABAA - HCM 95th %tile Q(veh) 0.2 - - 0.5 0.3 - 0 0 - - Existing Conditions HCM 2010 TWSC PM Weekday 32: Price St. & Stimson Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 31 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 1 1012 65 Conflicting Peds, #/hr 0 0 19 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 1 1100 71 Major/Minor Major2 Conflicting Flow All 398 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1161 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1143 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC PM Weekday 33: Cypress Street & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 32 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 5 7 6 10 27 9 0 18 5 Conflicting Peds, #/hr 8 0 14 14 0 8 65 0 20 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 8 7 11 29 10 0 20 5 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 140 123 144 127 124 101 84 0 0 Stage 1 84 84 - 36 36 - - - - Stage 2 56 39 - 91 88 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 830 767 903 846 766 954 1513 - - Stage 1 924 825 - 980 865 - - - - Stage 2 956 862 - 916 822 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 744 748 844 778 747 892 1431 - - Mov Cap-2 Maneuver 744 748 - 778 747 - - - - Stage 1 913 815 - 969 855 - - - - Stage 2 864 852 - 851 812 - - - - Approach EB WB NB HCM Control Delay, s 9.8 9.9 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1431 - - 776 779 1486 - - HCM Lane V/C Ratio - - - 0.025 0.064 0.001 - - HCM Control Delay (s) 0 - - 9.8 9.9 7.4 0 - HCM Lane LOS A - -AAAA - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - Existing Conditions HCM 2010 TWSC PM Weekday 33: Cypress Street & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 33 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 2 56 8 Conflicting Peds, #/hr 20 0 65 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 2 61 9 Major/Minor Major2 Conflicting Flow All 39 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1571 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1486 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.2 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC PM Weekday 34: Dolliver Street (SR 1) & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 34 Intersection Int Delay, s/veh 10.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 3 13 4 131 29 22 8 337 54 Conflicting Peds, #/hr 6 0 9 9 0 6 18 0 11 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 14 4 142 32 24 9 366 59 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 914 915 430 895 890 423 416 0 0 Stage 1 464 464 - 422 422 - - - - Stage 2 450 451 - 473 468 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 254 273 625 261 282 631 1143 - - Stage 1 578 564 - 609 588 - - - - Stage 2 589 571 - 572 561 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 210 258 611 235 266 617 1126 - - Mov Cap-2 Maneuver 210 258 - 235 266 - - - - Stage 1 567 543 - 598 577 - - - - Stage 2 521 560 - 529 540 - - - - Approach EB WB NB HCM Control Delay, s 18.9 52.9 0.2 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1126 - - 281 259 1109 - - HCM Lane V/C Ratio 0.008 - - 0.077 0.764 0.024 - - HCM Control Delay (s) 8.2 0 - 18.9 52.9 8.3 0 - HCM Lane LOS A A - C F A A - HCM 95th %tile Q(veh) 0 - - 0.2 5.6 0.1 - - Existing Conditions HCM 2010 TWSC PM Weekday 34: Dolliver Street (SR 1) & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 35 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 24 367 7 Conflicting Peds, #/hr 11 0 18 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 26 399 8 Major/Minor Major2 Conflicting Flow All 434 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1126 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1109 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.5 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC PM Weekday 35: Price St. & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 36 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 8 1 91 0 0 0 100 393 0 Conflicting Peds, #/hr 3 0 0 0 0 0 12 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - 30 - - - 40 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 1 99 0 0 0 109 427 0 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1714 1714 1077 1715 1714 439 1065 0 0 Stage 1 1069 1069 - 645 645 - - - - Stage 2 645 645 - 1070 1069 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 71 90 266 71 90 618 654 - - Stage 1 268 298 - 461 467 - - - - Stage 2 461 467 - 268 298 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 61 75 263 38 75 612 647 - - Mov Cap-2 Maneuver 61 75 - 38 75 - - - - Stage 1 222 297 - 383 388 - - - - Stage 2 380 388 - 165 297 - - - - Approach EB WB NB HCM Control Delay, s 30.9 0 2.4 HCM LOS D A Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 SBL SBT SBR Capacity (veh/h) 647 - - 62 263 - 1121 - - HCM Lane V/C Ratio 0.168 - - 0.158 0.376 - 0.002 - - HCM Control Delay (s) 11.7 - - 73.6 26.7 0 8.2 - - HCM Lane LOS B - - F D A A - - HCM 95th %tile Q(veh) 0.6 - - 0.5 1.7 - 0 - - Existing Conditions HCM 2010 TWSC PM Weekday 35: Price St. & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 37 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 2 977 83 Conflicting Peds, #/hr 4 0 12 Sign Control Free Free Free RT Channelized - - Stop Storage Length 25 - 0 Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 2 1062 90 Major/Minor Major2 Conflicting Flow All 427 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1132 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1121 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM Unsignalized Intersection Capacity Analysis PM Weekday 36: Dolliver St. (SR 1) & Cypress St./Mobile Home Park Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 13 0 55 2063391684694 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 14 0 60 2073425795104 Pedestrians 7 14 11 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 1 1 1 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 535 pX, platoon unblocked 0.89 0.89 0.89 0.89 0.89 0.89 vC, conflicting volume 985 988 519 1036 987 453 521 446 vC1, stage 1 conf vol 536 536 449 449 vC2, stage 2 conf vol 449 452 587 539 vCu, unblocked vol 925 928 519 981 927 330 521 321 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 97 100 89 99 100 99 100 99 cM capacity (veh/h) 428 425 554 378 426 623 1039 1095 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 74 9 3 432 9 514 Volume Left 14 23090 Volume Right 60 70704 cSH 524 537 1039 1700 1095 1700 Volume to Capacity 0.14 0.02 0.00 0.25 0.01 0.30 Queue Length 95th (ft) 12 10010 Control Delay (s) 13.0 11.8 8.5 0.0 8.3 0.0 Lane LOS B B A A Approach Delay (s) 13.0 11.8 0.1 0.1 Approach LOS B B Intersection Summary Average Delay 1.1 Intersection Capacity Utilization 38.0% ICU Level of Service A Analysis Period (min) 15 Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 37: Dolliver St. (SR 1) & PCV/PBSMHP Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 37 0 22 5 0 11 16 352 2 11 473 42 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 0.99 1.00 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 40 0 24 5 0 12 17 383 2 12 514 46 Adj No. of Lanes 010010110110 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 267 33 84 159 37 166 38 970 5 28 867 78 Arrive On Green 0.15 0.00 0.15 0.15 0.00 0.15 0.02 0.52 0.52 0.02 0.52 0.52 Sat Flow, veh/h 718 221 564 215 247 1109 1774 1851 10 1774 1674 150 Grp Volume(v), veh/h 64 0 0 17 0 0 17 0 385 12 0 560 Grp Sat Flow(s),veh/h/ln 1503 0 0 1571 0 0 1774 0 1861 1774 0 1824 Q Serve(g_s), s 0.1 0.0 0.0 0.0 0.0 0.0 0.3 0.0 4.6 0.2 0.0 7.8 Cycle Q Clear(g_c), s 1.2 0.0 0.0 0.3 0.0 0.0 0.3 0.0 4.6 0.2 0.0 7.8 Prop In Lane 0.62 0.37 0.29 0.71 1.00 0.01 1.00 0.08 Lane Grp Cap(c), veh/h 385 0 0 362 0 0 38 0 975 28 0 944 V/C Ratio(X) 0.17 0.00 0.00 0.05 0.00 0.00 0.44 0.00 0.40 0.43 0.00 0.59 Avail Cap(c_a), veh/h 861 0 0 857 0 0 242 0 1319 242 0 1293 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 13.8 0.0 0.0 13.4 0.0 0.0 17.7 0.0 5.2 17.9 0.0 6.2 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.0 0.0 0.0 2.9 0.0 0.3 3.9 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.6 0.0 0.0 0.2 0.0 0.0 0.2 0.0 2.3 0.1 0.0 4.0 LnGrp Delay(d),s/veh 13.9 0.0 0.0 13.4 0.0 0.0 20.7 0.0 5.5 21.8 0.0 6.8 LnGrp LOS B B C A C A Approach Vol, veh/h 64 17 402 572 Approach Delay, s/veh 13.9 13.4 6.1 7.1 Approach LOS BBAA Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 9.0 4.3 23.4 9.0 4.1 23.6 Change Period (Y+Rc), s 3.5 3.5 4.4 3.5 3.5 4.4 Max Green Setting (Gmax), s 17.6 5.0 26.0 17.6 5.0 26.0 Max Q Clear Time (g_c+I1), s 3.2 2.3 9.8 2.3 2.2 6.6 Green Ext Time (p_c), s 0.2 0.0 5.5 0.2 0.0 6.0 Intersection Summary HCM 2010 Ctrl Delay 7.2 HCM 2010 LOS A Existing Conditions HCM 2010 AWSC PM Weekday 39: Fourth Street/Paseo Ladera Ln. & James Way Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 12 Intersection Intersection Delay, s/veh 10 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 57 117 0 139 55 1 0 120 1 217 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 62 127 0 151 60 1 0 130 1 236 Number of Lanes 001101100011 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 2 2 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 2 2 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 1 2 HCM Control Delay 9 10.5 10.2 HCM LOS A B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 Vol Left, % 99% 0% 0% 0% 100% 0% 75% Vol Thru, % 1% 0% 100% 0% 0% 98% 25% Vol Right, % 0% 100% 0% 100% 0% 2% 0% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 121 217 57 117 139 56 4 LT Vol 1 0 57 0 0 55 1 Through Vol 0 217 0 117 0 1 0 RT Vol 120 0 0 0 139 0 3 Lane Flow Rate 132 236 62 127 151 61 4 Geometry Grp 7777776 Degree of Util (X) 0.222 0.319 0.099 0.178 0.259 0.096 0.008 Departure Headway (Hd) 6.068 4.865 5.733 5.026 6.173 5.655 6.325 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 588 731 619 706 577 628 569 Service Time 3.844 2.641 3.524 2.816 3.964 3.446 4.325 HCM Lane V/C Ratio 0.224 0.323 0.1 0.18 0.262 0.097 0.007 HCM Control Delay 10.6 9.9 9.2 8.9 11.1 9.1 9.4 HCM Lane LOS BAAABAA HCM 95th-tile Q 0.8 1.4 0.3 0.6 1 0.3 0 Existing Conditions HCM 2010 AWSC PM Weekday 39: Fourth Street/Paseo Ladera Ln. & James Way Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 13 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0310 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0310 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 2 HCM Control Delay 9.4 HCM LOS A Lane Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 40: Fourth Street & US 101 NB Ramps Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 0 0 0 375 0 84 392 254 0 0 214 43 Number 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 0 0 1863 1900 Adj Flow Rate, veh/h 408 0 91 426 276 0 0 233 47 Adj No. of Lanes 110220020 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222220022 Cap, veh/h 554 0 494 645 1579 0 0 448 89 Arrive On Green 0.31 0.00 0.31 0.19 0.45 0.00 0.00 0.15 0.15 Sat Flow, veh/h 1774 0 1583 3442 3632 0 0 3037 584 Grp Volume(v), veh/h 408 0 91 426 276 0 0 138 142 Grp Sat Flow(s),veh/h/ln 1774 0 1583 1721 1770 0 0 1770 1758 Q Serve(g_s), s 7.1 0.0 1.5 4.0 1.6 0.0 0.0 2.5 2.6 Cycle Q Clear(g_c), s 7.1 0.0 1.5 4.0 1.6 0.0 0.0 2.5 2.6 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.33 Lane Grp Cap(c), veh/h 554 0 494 645 1579 0 0 269 267 V/C Ratio(X) 0.74 0.00 0.18 0.66 0.17 0.00 0.00 0.51 0.53 Avail Cap(c_a), veh/h 1317 0 1175 1020 2118 0 0 346 344 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 10.7 0.0 8.7 13.1 5.8 0.0 0.0 13.6 13.6 Incr Delay (d2), s/veh 1.9 0.0 0.2 1.2 0.1 0.0 0.0 1.5 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 3.7 0.0 0.7 2.0 0.8 0.0 0.0 1.3 1.3 LnGrp Delay(d),s/veh 12.6 0.0 8.9 14.3 5.8 0.0 0.0 15.1 15.2 LnGrp LOS B A B A B B Approach Vol, veh/h 499 702 280 Approach Delay, s/veh 11.9 10.9 15.1 Approach LOS B B B Timer 12345678 Assigned Phs 3 4 6 8 Phs Duration (G+Y+Rc), s 10.2 9.5 15.1 19.7 Change Period (Y+Rc), s 3.7 * 4.2 4.2 * 4.2 Max Green Setting (Gmax), s 10.3 * 6.8 25.8 * 21 Max Q Clear Time (g_c+I1), s 6.0 4.6 9.1 3.6 Green Ext Time (p_c), s 0.6 0.7 1.7 2.8 Intersection Summary HCM 2010 Ctrl Delay 12.1 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 41: Outlet Mall Driveway/US 101 SB Ramps & Five Cities Drive Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 66 105 4 46 167 43 15 26 43 591 58 142 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 0.98 0.99 0.97 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 72 114 4 50 182 47 16 28 47 642 63 154 Adj No. of Lanes 120111110210 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 299 952 33 391 509 420 475 166 279 1146 155 379 Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.32 0.32 0.32 Sat Flow, veh/h 1126 3487 122 1251 1863 1537 1774 622 1045 3548 480 1172 Grp Volume(v), veh/h 72 58 60 50 182 47 16 0 75 642 0 217 Grp Sat Flow(s),veh/h/ln 1126 1770 1839 1251 1863 1537 1774 0 1667 1774 0 1652 Q Serve(g_s), s 5.0 2.2 2.2 2.8 7.1 2.1 0.6 0.0 3.1 13.5 0.0 9.2 Cycle Q Clear(g_c), s 12.1 2.2 2.2 5.0 7.1 2.1 0.6 0.0 3.1 13.5 0.0 9.2 Prop In Lane 1.00 0.07 1.00 1.00 1.00 0.63 1.00 0.71 Lane Grp Cap(c), veh/h 299 483 502 391 509 420 475 0 446 1146 0 533 V/C Ratio(X) 0.24 0.12 0.12 0.13 0.36 0.11 0.03 0.00 0.17 0.56 0.00 0.41 Avail Cap(c_a), veh/h 299 483 502 391 509 420 475 0 446 1146 0 533 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 31.2 24.6 24.6 26.5 26.4 24.6 24.4 0.0 25.3 25.2 0.0 23.8 Incr Delay (d2), s/veh 1.9 0.5 0.5 0.7 2.0 0.5 0.1 0.0 0.8 2.0 0.0 2.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.7 1.1 1.2 1.0 3.9 0.9 0.3 0.0 1.5 6.9 0.0 4.6 LnGrp Delay(d),s/veh 33.1 25.1 25.1 27.2 28.3 25.1 24.5 0.0 26.1 27.2 0.0 26.1 LnGrp LOS CCCCCCC CC C Approach Vol, veh/h 190 279 91 859 Approach Delay, s/veh 28.2 27.6 25.8 26.9 Approach LOS CCCC Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 29.2 33.3 29.2 27.6 Change Period (Y+Rc), s 4.6 * 4.2 4.6 3.5 Max Green Setting (Gmax), s 24.6 * 29 24.6 24.1 Max Q Clear Time (g_c+I1), s 14.1 15.5 9.1 5.1 Green Ext Time (p_c), s 1.7 3.3 2.1 0.2 Intersection Summary HCM 2010 Ctrl Delay 27.1 HCM 2010 LOS C Notes User approved volume balancing among the lanes for turning movement. Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 42: Fourth Street & Five Cities Drive Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 191 236 405 69 68 100 118 355 128 109 271 18 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 208 257 440 75 74 109 128 386 139 118 295 20 Adj No. of Lanes 111110120111 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 254 528 430 95 132 194 163 822 292 133 568 482 Arrive On Green 0.14 0.28 0.28 0.05 0.19 0.19 0.09 0.32 0.32 0.07 0.30 0.30 Sat Flow, veh/h 1774 1863 1519 1774 681 1003 1774 2556 908 1774 1863 1581 Grp Volume(v), veh/h 208 257 440 75 0 183 128 266 259 118 295 20 Grp Sat Flow(s),veh/h/ln 1774 1863 1519 1774 0 1684 1774 1770 1694 1774 1863 1581 Q Serve(g_s), s 6.8 6.9 17.0 2.5 0.0 5.9 4.2 7.2 7.4 4.0 7.9 0.5 Cycle Q Clear(g_c), s 6.8 6.9 17.0 2.5 0.0 5.9 4.2 7.2 7.4 4.0 7.9 0.5 Prop In Lane 1.00 1.00 1.00 0.60 1.00 0.54 1.00 1.00 Lane Grp Cap(c), veh/h 254 528 430 95 0 326 163 569 545 133 568 482 V/C Ratio(X) 0.82 0.49 1.02 0.79 0.00 0.56 0.79 0.47 0.48 0.89 0.52 0.04 Avail Cap(c_a), veh/h 299 528 430 103 0 326 207 569 545 133 568 482 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.0 17.9 21.5 28.1 0.0 21.9 26.7 16.3 16.3 27.5 17.2 14.7 Incr Delay (d2), s/veh 12.3 0.3 49.3 27.2 0.0 1.4 10.9 2.7 3.0 44.8 3.4 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 4.2 3.5 12.9 1.9 0.0 2.9 2.6 3.9 3.8 3.6 4.5 0.3 LnGrp Delay(d),s/veh 37.2 18.1 70.8 55.2 0.0 23.2 37.6 19.0 19.3 72.3 20.6 14.9 LnGrp LOS D B F E C D B B E C B Approach Vol, veh/h 905 258 653 433 Approach Delay, s/veh 48.1 32.5 22.7 34.4 Approach LOS DCCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.0 23.8 6.7 21.5 9.0 22.8 12.1 16.1 Change Period (Y+Rc), s 3.5 4.5 3.5 * 4.5 3.5 * 4.5 3.5 4.5 Max Green Setting (Gmax), s 4.5 19.3 3.5 * 17 7.0 * 17 10.1 10.1 Max Q Clear Time (g_c+I1), s 6.0 9.4 4.5 19.0 6.2 9.9 8.8 7.9 Green Ext Time (p_c), s 0.0 2.3 0.0 0.0 0.0 2.0 0.0 0.8 Intersection Summary HCM 2010 Ctrl Delay 36.3 HCM 2010 LOS D Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Existing Conditions HCM 2010 AWSC PM Weekday 43: Hotel Dwy./US 101 SB Ramps & Five Cities Drive/El Camino Real Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 13.8 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 243 206 6 0 2 112 10214 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 264 224 7 0 2 122 10214 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 2 Conflicting Approach Left SB NB EB Conflicting Lanes Left 2 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 2 1 HCM Control Delay 16.7 9.4 8.8 HCM LOS C A A Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 29% 53% 2% 99% 0% Vol Thru, % 14% 45% 97% 1% 0% Vol Right, % 57% 1% 1% 0% 100% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 7 455 115 85 115 LT Vol 1 206 112 1 0 Through Vol 4610115 RT Vol 2 243 2 84 0 Lane Flow Rate 8 495 125 92 125 Geometry Grp 52277 Degree of Util (X) 0.012 0.658 0.178 0.167 0.184 Departure Headway (Hd) 5.732 4.792 5.137 6.518 5.308 Convergence, Y/N Yes Yes Yes Yes Yes Cap 628 752 691 545 668 Service Time 3.732 2.85 3.224 4.316 3.104 HCM Lane V/C Ratio 0.013 0.658 0.181 0.169 0.187 HCM Control Delay 8.8 16.7 9.4 10.6 9.3 HCM Lane LOS A C A B A HCM 95th-tile Q 0 5 0.6 0.6 0.7 Existing Conditions HCM 2010 AWSC PM Weekday 43: Hotel Dwy./US 101 SB Ramps & Five Cities Drive/El Camino Real Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 84 1 115 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 91 1 125 Number of Lanes 0011 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9.9 HCM LOS A Lane Existing Conditions HCM 2010 AWSC PM Weekday 44: James Way & Ridge Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 16 Intersection Intersection Delay, s/veh 9 Intersection LOS A Movement EBU EBL EBT WBU WBT WBR SBU SBL SBR Vol, veh/h 0 7 210 0 156 21 0 15 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2222 2 Mvmt Flow 0 8 228 0 170 23 0 16 1 Number of Lanes 0 1 1 0 1001 0 Approach EB WB SB Opposing Approach WB EB Opposing Lanes 1 2 0 Conflicting Approach Left SB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB EB Conflicting Lanes Right 0 1 2 HCM Control Delay 9.4 8.5 8.2 HCM LOS A A A Lane EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 100% 0% 0% 94% Vol Thru, % 0% 100% 88% 0% Vol Right, % 0% 0% 12% 6% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 7 210 177 16 LT Vol 0 210 156 0 Through Vol 0 0 21 1 RT Vol 7 0 0 15 Lane Flow Rate 8 228 192 17 Geometry Grp 7752 Degree of Util (X) 0.011 0.295 0.223 0.024 Departure Headway (Hd) 5.159 4.658 4.165 5.056 Convergence, Y/N Yes Yes Yes Yes Cap 691 769 848 712 Service Time 2.907 2.406 2.262 3.056 HCM Lane V/C Ratio 0.012 0.296 0.226 0.024 HCM Control Delay 8 9.4 8.5 8.2 HCM Lane LOS AAAA HCM 95th-tile Q 0 1.2 0.9 0.1 Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 45: Oak Park Blvd. & James Way Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 88 125 108 144 72 25 180 181 142 29 352 58 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 96 136 117 157 78 27 196 197 154 32 383 63 Adj No. of Lanes 111110120120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 122 275 231 172 231 80 241 808 599 51 945 154 Arrive On Green 0.07 0.15 0.15 0.10 0.18 0.18 0.14 0.42 0.42 0.03 0.31 0.31 Sat Flow, veh/h 1774 1863 1564 1774 1319 457 1774 1937 1436 1774 3047 497 Grp Volume(v), veh/h 96 136 117 157 0 105 196 179 172 32 221 225 Grp Sat Flow(s),veh/h/ln 1774 1863 1564 1774 0 1776 1774 1770 1603 1774 1770 1775 Q Serve(g_s), s 2.7 3.5 3.6 4.5 0.0 2.7 5.5 3.4 3.6 0.9 5.1 5.2 Cycle Q Clear(g_c), s 2.7 3.5 3.6 4.5 0.0 2.7 5.5 3.4 3.6 0.9 5.1 5.2 Prop In Lane 1.00 1.00 1.00 0.26 1.00 0.90 1.00 0.28 Lane Grp Cap(c), veh/h 122 275 231 172 0 312 241 738 669 51 549 550 V/C Ratio(X) 0.79 0.50 0.51 0.91 0.00 0.34 0.81 0.24 0.26 0.63 0.40 0.41 Avail Cap(c_a), veh/h 172 577 485 172 0 550 241 738 669 172 549 550 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.7 20.2 20.3 23.1 0.0 18.6 21.7 9.8 9.8 24.8 14.0 14.1 Incr Delay (d2), s/veh 14.5 1.4 1.7 44.6 0.0 0.6 19.0 0.8 0.9 12.3 2.2 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.8 1.9 1.6 4.3 0.0 1.4 4.0 1.8 1.7 0.6 2.8 2.8 LnGrp Delay(d),s/veh 38.1 21.6 22.0 67.7 0.0 19.3 40.7 10.5 10.7 37.1 16.2 16.3 LnGrp LOS D C C E B D B B D B B Approach Vol, veh/h 349 262 547 478 Approach Delay, s/veh 26.3 48.3 21.4 17.7 Approach LOS C D C B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 5.5 25.5 9.0 11.6 11.0 20.0 7.6 13.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 18.0 5.0 16.0 7.0 16.0 5.0 16.0 Max Q Clear Time (g_c+I1), s 2.9 5.6 6.5 5.6 7.5 7.2 4.7 4.7 Green Ext Time (p_c), s 0.0 3.8 0.0 1.2 0.0 3.1 0.0 1.3 Intersection Summary HCM 2010 Ctrl Delay 25.7 HCM 2010 LOS C Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 46: Oak Park Blvd. & W. Branch St. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 0 0 0 439 74 77 230 451 415 201 660 182 Number 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 534 0 84 250 490 451 218 717 198 Adj No. of Lanes 201120120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222 Cap, veh/h 674 0 301 471 1176 1041 438 1419 392 Arrive On Green 0.19 0.00 0.19 0.07 0.66 0.66 0.52 0.52 0.52 Sat Flow, veh/h 3548 0 1583 1774 1770 1565 591 2732 754 Grp Volume(v), veh/h 534 0 84 250 490 451 218 464 451 Grp Sat Flow(s),veh/h/ln 1774 0 1583 1774 1770 1565 591 1770 1717 Q Serve(g_s), s 7.9 0.0 2.5 3.4 7.1 7.5 15.5 9.4 9.4 Cycle Q Clear(g_c), s 7.9 0.0 2.5 3.4 7.1 7.5 15.5 9.4 9.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.44 Lane Grp Cap(c), veh/h 674 0 301 471 1176 1041 438 919 892 V/C Ratio(X) 0.79 0.00 0.28 0.53 0.42 0.43 0.50 0.51 0.51 Avail Cap(c_a), veh/h 774 0 345 471 1286 1138 474 1029 998 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.3 0.0 19.1 6.4 4.3 4.3 10.1 8.6 8.6 Incr Delay (d2), s/veh 5.0 0.0 0.5 1.1 0.2 0.3 0.9 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 4.3 0.0 1.1 1.7 3.5 3.2 2.6 4.6 4.5 LnGrp Delay(d),s/veh 26.2 0.0 19.6 7.6 4.5 4.6 11.0 9.1 9.1 LnGrp LOS C BAAABAA Approach Vol, veh/h 618 1191 1133 Approach Delay, s/veh 25.3 5.2 9.4 Approach LOS C A A Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 40.6 8.0 32.6 14.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 40.0 4.0 32.0 12.0 Max Q Clear Time (g_c+I1), s 9.5 5.4 17.5 9.9 Green Ext Time (p_c), s 19.1 0.0 11.1 0.6 Intersection Summary HCM 2010 Ctrl Delay 11.1 HCM 2010 LOS B Notes User approved volume balancing among the lanes for turning movement. Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 47: US 101 Ramps/Camino Mercado & W. Branch St. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 12 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 54 499 3 189 375 24 294 13 25 22 35 53 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 59 542 3 205 408 26 320 14 0 24 38 58 Adj No. of Lanes 120110110110 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 75 1012 6 253 675 43 364 26 0 466 48 73 Arrive On Green 0.04 0.28 0.28 0.14 0.39 0.39 0.21 0.01 0.00 0.26 0.07 0.07 Sat Flow, veh/h 1774 3609 20 1774 1733 110 1774 1863 0 1774 666 1017 Grp Volume(v), veh/h 59 266 279 205 0 434 320 14 0 24 0 96 Grp Sat Flow(s),veh/h/ln 1774 1770 1859 1774 0 1843 1774 1863 0 1774 0 1683 Q Serve(g_s), s 1.9 7.3 7.3 6.4 0.0 10.8 10.1 0.4 0.0 0.6 0.0 3.2 Cycle Q Clear(g_c), s 1.9 7.3 7.3 6.4 0.0 10.8 10.1 0.4 0.0 0.6 0.0 3.2 Prop In Lane 1.00 0.01 1.00 0.06 1.00 0.00 1.00 0.60 Lane Grp Cap(c), veh/h 75 496 521 253 0 717 364 26 0 466 0 120 V/C Ratio(X) 0.78 0.54 0.54 0.81 0.00 0.60 0.88 0.54 0.00 0.05 0.00 0.80 Avail Cap(c_a), veh/h 123 496 521 308 0 717 364 382 0 466 0 146 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.3 17.5 17.5 23.9 0.0 14.0 22.2 28.2 0.0 15.9 0.0 26.3 Incr Delay (d2), s/veh 6.5 4.1 3.9 12.5 0.0 3.8 21.1 16.3 0.0 0.0 0.0 18.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.1 4.1 4.3 4.0 0.0 6.2 7.0 0.3 0.0 0.3 0.0 2.1 LnGrp Delay(d),s/veh 33.8 21.6 21.5 36.5 0.0 17.8 43.3 44.4 0.0 15.9 0.0 44.6 LnGrp LOS CCCD BDD B D Approach Vol, veh/h 604 639 334 120 Approach Delay, s/veh 22.7 23.8 43.3 38.9 Approach LOS CCDD Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.2 21.0 16.0 8.3 5.9 27.3 19.3 5.0 Change Period (Y+Rc), s 4.0 4.9 * 4.2 * 4.2 3.5 4.9 * 4.2 * 4.2 Max Green Setting (Gmax), s 10.0 15.9 * 12 * 5 4.0 22.4 * 5 * 12 Max Q Clear Time (g_c+I1), s 8.4 9.3 12.1 5.2 3.9 12.8 2.6 2.4 Green Ext Time (p_c), s 0.1 3.4 0.0 0.0 0.0 4.5 0.1 0.0 Intersection Summary HCM 2010 Ctrl Delay 28.3 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. Existing Conditions HCM 2010 AWSC PM Weekday 48: El Camino Real & US 101 SB Ramps Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 33.8 Intersection LOS D Movement EBU EBL EBT WBU WBT WBR SBU SBL SBR Vol, veh/h 0 100 206 0 204 170 0 660 80 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2222 2 Mvmt Flow 0 109 224 0 222 185 0 717 87 Number of Lanes 0 0 1 0 1002 0 Approach EB WB SB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left SB WB Conflicting Lanes Left 2 0 1 Conflicting Approach Right SB EB Conflicting Lanes Right 0 2 1 HCM Control Delay 20.6 23.7 44.3 HCM LOS C C E Lane EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 33% 0% 100% 73% Vol Thru, % 67% 55% 0% 0% Vol Right, % 0% 45% 0% 27% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 306 374 440 300 LT Vol 206 204 0 0 Through Vol 0 170 0 80 RT Vol 100 0 440 220 Lane Flow Rate 333 407 478 326 Geometry Grp 2277 Degree of Util (X) 0.625 0.713 0.969 0.631 Departure Headway (Hd) 6.77 6.315 7.295 6.968 Convergence, Y/N Yes Yes Yes Yes Cap 532 569 497 515 Service Time 4.841 4.381 5.066 4.74 HCM Lane V/C Ratio 0.626 0.715 0.962 0.633 HCM Control Delay 20.6 23.7 60.2 21 HCM Lane LOS C C F C HCM 95th-tile Q 4.3 5.8 12.4 4.3 Existing Conditions HCM 2010 Signalized Intersection Summary PM Weekday 49: Oak Park Blvd. & El Camino Real Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 402 76 320 24 31 77 68 617 24 138 686 0 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.99 0.97 0.99 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 496 0 348 26 34 84 74 671 26 150 746 0 Adj No. of Lanes 201110120121 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 929 0 409 156 42 103 311 986 38 360 1133 507 Arrive On Green 0.26 0.00 0.26 0.09 0.09 0.09 0.05 0.28 0.28 0.08 0.32 0.00 Sat Flow, veh/h 3548 0 1563 1774 473 1169 1774 3470 134 1774 3539 1583 Grp Volume(v), veh/h 496 0 348 26 0 118 74 342 355 150 746 0 Grp Sat Flow(s),veh/h/ln 1774 0 1563 1774 0 1642 1774 1770 1835 1774 1770 1583 Q Serve(g_s), s 6.8 0.0 12.0 0.8 0.0 4.0 1.7 9.7 9.8 3.3 10.3 0.0 Cycle Q Clear(g_c), s 6.8 0.0 12.0 0.8 0.0 4.0 1.7 9.7 9.8 3.3 10.3 0.0 Prop In Lane 1.00 1.00 1.00 0.71 1.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 929 0 409 156 0 144 311 503 521 360 1133 507 V/C Ratio(X) 0.53 0.00 0.85 0.17 0.00 0.82 0.24 0.68 0.68 0.42 0.66 0.00 Avail Cap(c_a), veh/h 999 0 440 156 0 144 350 560 581 366 1183 529 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 18.0 0.0 19.9 24.0 0.0 25.5 13.9 18.1 18.1 13.4 16.6 0.0 Incr Delay (d2), s/veh 0.5 0.0 13.9 0.5 0.0 29.2 0.4 2.9 2.8 0.8 1.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 3.4 0.0 6.7 0.4 0.0 3.0 0.8 5.2 5.3 1.7 5.2 0.0 LnGrp Delay(d),s/veh 18.5 0.0 33.8 24.5 0.0 54.7 14.3 21.0 20.9 14.2 17.9 0.0 LnGrp LOS B C C D B C C B B Approach Vol, veh/h 844 144 771 896 Approach Delay, s/veh 24.8 49.2 20.3 17.3 Approach LOS C D C B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.8 20.1 18.9 6.8 22.2 9.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 18.0 16.0 4.0 19.0 5.0 Max Q Clear Time (g_c+I1), s 5.3 11.8 14.0 3.7 12.3 6.0 Green Ext Time (p_c), s 0.0 4.4 0.8 0.0 4.6 0.0 Intersection Summary HCM 2010 Ctrl Delay 22.3 HCM 2010 LOS C Notes User approved volume balancing among the lanes for turning movement. Existing Conditions HCM 2010 AWSC Summer Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 43 Intersection LOS E Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 185 312 0 21 148 0 0 315 0 35 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 201 339 0 23 161 0 0 342 0 38 Number of Lanes 001000100101 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 2 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 3 1 HCM Control Delay 67.3 17.7 40.7 HCM LOS F C E Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 12% 100% 0% 0% Vol Thru, % 0% 0% 37% 88% 0% 100% 0% Vol Right, % 0% 100% 63% 0% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 315 35 497 169 72 188 6 LT Vol 0 0 185 148 0 188 0 Through Vol 0 35 312 0006 RT Vol 315 0 0 21 72 0 0 Lane Flow Rate 342 38 540 184 78 204 7 Geometry Grp 8877777 Degree of Util (X) 0.843 0.08 1 0.437 0.191 0.47 0.014 Departure Headway (Hd) 8.866 7.613 7.284 8.561 8.792 8.272 7.544 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 414 473 502 423 409 435 472 Service Time 6.518 5.32 4.993 6.261 6.525 6.025 5.325 HCM Lane V/C Ratio 0.826 0.08 1.076 0.435 0.191 0.469 0.015 HCM Control Delay 44 11 67.3 17.7 13.6 18.2 10.4 HCM Lane LOS E B F C B C B HCM 95th-tile Q 8 0.3 13.6 2.2 0.7 2.5 0 Existing Conditions HCM 2010 AWSC Summer Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 72 188 6 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 78 204 7 Number of Lanes 0111 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 16.8 HCM LOS C Lane Existing Conditions HCM 2010 TWSC Summer Sunday Midday 16: Dolliver St. (SR 1) & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 9 27 29 25 18 15 2 377 59 Conflicting Peds, #/hr 26 0 13 13 0 26 66 0 22 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 29 32 27 20 16 2 410 64 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1088 1102 607 1100 1076 534 548 0 0 Stage 1 598 598 - 472 472 - - - - Stage 2 490 504 - 628 604 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 193 212 496 190 219 546 1021 - - Stage 1 489 491 - 573 559 - - - - Stage 2 560 541 - 471 488 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 155 194 459 140 201 505 965 - - Mov Cap-2 Maneuver 155 194 - 140 201 - - - - Stage 1 477 462 - 559 545 - - - - Stage 2 492 528 - 373 459 - - - - Approach EB WB NB HCM Control Delay, s 25 32 0 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 965 - - 250 195 1005 - - HCM Lane V/C Ratio 0.002 - - 0.283 0.323 0.028 - - HCM Control Delay (s) 8.7 0 - 25 32 8.7 0 - HCM Lane LOS A A - D D A A - HCM 95th %tile Q(veh) 0 - - 1.1 1.3 0.1 - - Existing Conditions HCM 2010 TWSC Summer Sunday Midday 16: Dolliver St. (SR 1) & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 26 468 12 Conflicting Peds, #/hr 22 0 66 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 28 509 13 Major/Minor Major2 Conflicting Flow All 500 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1064 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1005 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 AWSC Summer Sunday Midday 17: Price St. & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 3 Intersection Intersection Delay, s/veh 12 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 5 68 70 0 50 39 56 0 32 134 140 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 5 74 76 0 54 42 61 0 35 146 152 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 2 Conflicting Approach Left SB NB EB Conflicting Lanes Left 2 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 2 1 HCM Control Delay 10.6 10.9 13.1 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 10% 3% 34% 100% 0% Vol Thru, % 44% 48% 27% 0% 98% Vol Right, % 46% 49% 39% 0% 2% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 306 143 145 74 233 LT Vol 134 68 39 0 229 Through Vol 140 70 56 0 4 RT Vol 32 5 50 74 0 Lane Flow Rate 333 155 158 80 253 Geometry Grp 52277 Degree of Util (X) 0.483 0.246 0.255 0.143 0.413 Departure Headway (Hd) 5.227 5.707 5.821 6.383 5.864 Convergence, Y/N Yes Yes Yes Yes Yes Cap 689 626 615 561 613 Service Time 3.273 3.768 3.881 4.129 3.61 HCM Lane V/C Ratio 0.483 0.248 0.257 0.143 0.413 HCM Control Delay 13.1 10.6 10.9 10.2 12.7 HCM Lane LOS BBBBB HCM 95th-tile Q 2.6 1 1 0.5 2 Existing Conditions HCM 2010 AWSC Summer Sunday Midday 17: Price St. & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 74 229 4 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 80 249 4 Number of Lanes 0110 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 12.1 HCM LOS B Lane Existing Conditions HCM 2010 TWSC Summer Sunday Midday 18: US 101 NB Off-Ramp & Wadsworth Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 3 Intersection Int Delay, s/veh 3 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 288 0 0 62 83 45 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 313 0 0 67 90 49 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 313 0 380 313 Stage 1 - - - - 313 - Stage 2 - - - - 67 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1247 - 622 727 Stage 1 - - - - 741 - Stage 2 - - - - 956 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1247 - 622 727 Mov Cap-2 Maneuver - - - - 622 - Stage 1 - - - - 741 - Stage 2 - - - - 956 - Approach EB WB NB HCM Control Delay, s 0 0 11.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 622 727 - - 1247 - HCM Lane V/C Ratio 0.145 0.067 ---- HCM Control Delay (s) 11.8 10.3 - - 0 - HCM Lane LOS B B - - A - HCM 95th %tile Q(veh) 0.5 0.2 - - 0 - Existing Conditions HCM 2010 TWSC Summer Sunday Midday 20: Dolliver St. (SR 1) & Main Street Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Intersection Int Delay, s/veh 18.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 29 18 76 12 10 28 57 416 87 Conflicting Peds, #/hr 74 0 39 39 0 74 305 0 242 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 20 83 13 11 30 62 452 95 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1341 1368 884 1371 1344 878 603 0 0 Stage 1 623 623 - 697 697 - - - - Stage 2 718 745 - 674 647 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 129 147 344 123 152 347 975 - - Stage 1 474 478 - 431 443 - - - - Stage 2 420 421 - 444 467 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 64 108 241 43 112 243 727 - - Mov Cap-2 Maneuver 64 108 - 43 112 - - - - Stage 1 390 429 - 354 364 - - - - Stage 2 233 346 - 199 419 - - - - Approach EB WB NB HCM Control Delay, s 146.7 73.7 1.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 727 - - 132 103 716 - - HCM Lane V/C Ratio 0.085 - - 1.013 0.528 0.03 - - HCM Control Delay (s) 10.4 0 - 146.7 73.7 10.2 0 - HCM Lane LOS B A - F F B A - HCM 95th %tile Q(veh) 0.3 - - 7.2 2.4 0.1 - - Existing Conditions HCM 2010 TWSC Summer Sunday Midday 20: Dolliver St. (SR 1) & Main Street Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 5 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 20 443 44 Conflicting Peds, #/hr 242 0 305 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 22 482 48 Major/Minor Major2 Conflicting Flow All 621 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 960 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 716 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.4 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC Summer Sunday Midday 21: Cypress Street & Pomeroy Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 165130.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 0 0 0 99 214 13 0 1 0 Conflicting Peds, #/hr 0 0 0 528 0 1195 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 108 233 14 0 1 0 Major/Minor Minor1 Major1 Conflicting Flow All 1197 1197 1196 1 0 0 Stage 1 1196 1196 - - - - Stage 2 1 1 - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 205 ~ 186 227 1622 - - Stage 1 287 259 - - - - Stage 2 1022 895 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver ~ 1 0 ~ 1 1622 - - Mov Cap-2 Maneuver ~ 1 0 - - - - Stage 1 ~ 1 0 - - - - Stage 2 1022 0 - - - - Approach WB NB HCM Control Delay, s $ 166143.3 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT NBR WBLn1 SBL SBT SBR Capacity (veh/h) 1622 - - 1 584 - - HCM Lane V/C Ratio - - - 354.348 - - - HCM Control Delay (s) 0 - -$ 166143.3 0 - - HCM Lane LOS A - - F A - - HCM 95th %tile Q(veh) 0 - - 47 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Existing Conditions HCM 2010 TWSC Summer Sunday Midday 21: Cypress Street & Pomeroy Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 0 1 0 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 0 1 0 Major/Minor Major2 Conflicting Flow All 1196 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 584 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 584 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0 HCM LOS Minor Lane/Major Mvmt Existing Conditions Lanes, Volumes, Timings Summer Sunday Midday 22: Dolliver St. (SR 1) & Pomeroy Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 106 154 43 23 509 0 0 373 147 Satd. Flow (prot) 0 0 0 1770 *800 0 0 1859 0 0 *800 0 Flt Permitted 0.950 0.971 Satd. Flow (perm) 0 0 0 1327 1567 0 0 1796 0 0 1527 0 Satd. Flow (RTOR) 24 4 Lane Group Flow (vph) 0 0 0 115 214 0 0 578 0 0 565 0 Turn Type Perm NA Perm NA NA Protected Phases 6 8 4 Permitted Phases 6 8 Total Split (s) 22.0 22.0 38.0 38.0 38.0 Total Lost Time (s) 3.5 3.5 3.7 3.7 Act Effct Green (s) 18.3 18.3 34.5 34.5 Actuated g/C Ratio 0.30 0.30 0.58 0.58 v/c Ratio 0.28 0.82 0.56 1.23 Control Delay 18.2 45.9 7.2 138.0 Queue Delay 0.1 0.0 2.8 0.0 Total Delay 18.3 45.9 10.0 138.0 LOS B D B F Approach Delay 36.2 10.0 138.0 Approach LOS D B F Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2: and 6:WBTL, Start of Green, Master Intersection Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.23 Intersection Signal Delay: 65.0 Intersection LOS: E Intersection Capacity Utilization 67.1% ICU Level of Service C Analysis Period (min) 15 * User Entered Value Splits and Phases: 22: Dolliver St. (SR 1) & Pomeroy Ave. Existing Conditions HCM 2010 AWSC Summer Sunday Midday 23: Price St. & Pomeroy Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 12.2 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0000001002403042 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0000001002613302 Number of Lanes 000000100110 Approach WB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left NB Conflicting Lanes Left 2 0 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 HCM Control Delay 9.1 11.3 HCM LOS A B Lane NBLn1 NBLn2 WBLn1 SBLn1 Vol Left, % 100% 0% 0% 3% Vol Thru, % 0% 99% 100% 80% Vol Right, % 0% 1% 0% 17% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 240 306 1 426 LT Vol 0 304 1 340 Through Vol 0 2 0 74 RT Vol 240 0 0 12 Lane Flow Rate 261 333 1 463 Geometry Grp 7725 Degree of Util (X) 0.381 0.439 0.002 0.576 Departure Headway (Hd) 5.26 4.753 6.035 4.475 Convergence, Y/N Yes Yes Yes Yes Cap 676 748 593 810 Service Time 3.051 2.544 4.066 2.475 HCM Lane V/C Ratio 0.386 0.445 0.002 0.572 HCM Control Delay 11.3 11.3 9.1 13.4 HCM Lane LOS BBAB HCM 95th-tile Q 1.8 2.3 0 3.7 Existing Conditions HCM 2010 AWSC Summer Sunday Midday 23: Price St. & Pomeroy Ave. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 12 340 74 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 13 370 80 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right Conflicting Lanes Right 0 HCM Control Delay 13.4 HCM LOS B Lane Existing Conditions HCM 2010 AWSC Summer Sunday Midday 24: Cypress Street & Hinds Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 8.1 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 107 69 0000000127 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 116 75 0000000138 Number of Lanes 001000000001 Approach EB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 Conflicting Approach Right NB Conflicting Lanes Right 1 0 HCM Control Delay 8.4 7.6 HCM LOS A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 0% 0% 44% Vol Thru, % 0% 61% 56% Vol Right, % 100% 39% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 127 176 89 LT Vol 0 107 50 Through Vol 127 69 0 RT Vol 0 0 39 Lane Flow Rate 138 191 97 Geometry Grp 1 1 1 Degree of Util (X) 0.148 0.223 0.123 Departure Headway (Hd) 3.872 4.202 4.586 Convergence, Y/N Yes Yes Yes Cap 929 857 785 Service Time 1.885 2.215 2.599 HCM Lane V/C Ratio 0.149 0.223 0.124 HCM Control Delay 7.6 8.4 8.2 HCM Lane LOS A A A HCM 95th-tile Q 0.5 0.9 0.4 Existing Conditions HCM 2010 AWSC Summer Sunday Midday 24: Cypress Street & Hinds Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 39 50 0 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 42 54 0 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left Conflicting Lanes Left 0 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 8.2 HCM LOS A Lane Existing Conditions Lanes, Volumes, Timings Summer Sunday Midday 25: Dolliver St. (SR 1) & Hinds Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 95 133 44 000044082474200 Satd. Flow (prot) 0 3338 00000*800 0 0 1853 0 Flt Permitted 0.983 0.920 Satd. Flow (perm) 0 3215 000001801 0 0 1710 0 Satd. Flow (RTOR) 36 30 Lane Group Flow (vph) 0 296 00000567005080 Turn Type Perm NA NA Perm NA Protected Phases 2 8 4 Permitted Phases 2 4 Total Split (s) 19.0 19.0 41.0 41.0 41.0 Total Lost Time (s) 3.5 3.7 3.7 Act Effct Green (s) 11.8 41.0 41.0 Actuated g/C Ratio 0.20 0.68 0.68 v/c Ratio 0.45 1.02 0.44 Control Delay 19.9 60.1 8.5 Queue Delay 0.0 7.7 0.9 Total Delay 19.9 67.8 9.4 LOS B E A Approach Delay 19.9 67.8 9.4 Approach LOS B E A Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 35.8 Intersection LOS: D Intersection Capacity Utilization 74.9% ICU Level of Service D Analysis Period (min) 15 * User Entered Value Splits and Phases: 25: Dolliver St. (SR 1) & Hinds Avenue Existing Conditions HCM 2010 Signalized Intersection Summary Summer Sunday Midday 26: Price St. & Hinds Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 93 89 87 314 0 58 0 406 198 30 320 0 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 0 1863 1900 1900 1863 0 Adj Flow Rate, veh/h 101 97 95 400 0 0 0 441 215 33 348 0 Adj No. of Lanes 110210020020 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222022220 Cap, veh/h 389 186 183 655 344 0 0 742 358 144 1019 0 Arrive On Green 0.22 0.22 0.22 0.18 0.00 0.00 0.00 0.32 0.32 0.32 0.32 0.00 Sat Flow, veh/h 1774 850 833 3548 1863 0 0 2394 1111 123 3244 0 Grp Volume(v), veh/h 101 0 192 400 0 0 0 338 318 201 180 0 Grp Sat Flow(s),veh/h/ln 1774 0 1683 1774 1863 0 0 1770 1642 1672 1610 0 Q Serve(g_s), s 1.9 0.0 4.0 4.2 0.0 0.0 0.0 6.4 6.5 0.0 3.4 0.0 Cycle Q Clear(g_c), s 1.9 0.0 4.0 4.2 0.0 0.0 0.0 6.4 6.5 6.6 3.4 0.0 Prop In Lane 1.00 0.49 1.00 0.00 0.00 0.68 0.16 0.00 Lane Grp Cap(c), veh/h 389 0 369 655 344 0 0 571 529 643 519 0 V/C Ratio(X) 0.26 0.00 0.52 0.61 0.00 0.00 0.00 0.59 0.60 0.31 0.35 0.00 Avail Cap(c_a), veh/h 927 0 879 1854 973 0 0 748 694 795 681 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 13.0 0.0 13.8 15.1 0.0 0.0 0.0 11.4 11.4 10.3 10.4 0.0 Incr Delay (d2), s/veh 0.3 0.0 1.1 0.9 0.0 0.0 0.0 1.0 1.1 0.3 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.0 0.0 2.0 2.1 0.0 0.0 0.0 3.3 3.1 1.7 1.6 0.0 LnGrp Delay(d),s/veh 13.3 0.0 15.0 16.0 0.0 0.0 0.0 12.4 12.5 10.6 10.8 0.0 LnGrp LOS B B B BBBB Approach Vol, veh/h 293 400 656 381 Approach Delay, s/veh 14.4 16.0 12.5 10.7 Approach LOS BBBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 17.0 12.3 17.0 10.9 Change Period (Y+Rc), s 4.0 3.5 4.0 3.5 Max Green Setting (Gmax), s 17.0 21.0 17.0 21.0 Max Q Clear Time (g_c+I1), s 8.5 6.0 8.6 6.2 Green Ext Time (p_c), s 4.3 1.3 4.3 1.3 Intersection Summary HCM 2010 Ctrl Delay 13.2 HCM 2010 LOS B Notes User approved volume balancing among the lanes for turning movement. Existing Conditions HCM 2010 TWSC Summer Sunday Midday 27: Hinds Avenue & US 101 SB Off-Ramp Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 9 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 311 325 0 18 63 Conflicting Peds, #/hr 0 0 0 0 10 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 160 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 338 353 0 20 68 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 363 0 - 0 701 187 Stage 1 - - - - 363 - Stage 2 - - - - 338 - Critical Hdwy 4.14 - - - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy 2.22 - - - 3.519 3.319 Pot Cap-1 Maneuver 1192 - - - 389 824 Stage 1 - - - - 675 - Stage 2 - - - - 722 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1192 - - - 383 817 Mov Cap-2 Maneuver - - - - 383 - Stage 1 - - - - 669 - Stage 2 - - - - 716 - Approach EB WB SB HCM Control Delay, s 0 0 10.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1192 - - - 383 817 HCM Lane V/C Ratio ----0.051 0.084 HCM Control Delay (s) 0 - - - 14.9 9.8 HCM Lane LOS A - - - B A HCM 95th %tile Q(veh) 0 - - - 0.2 0.3 Existing Conditions HCM 2010 TWSC Summer Sunday Midday 28: Bello St. & Hinds Avenue/Price Canyon Rd. Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 128 182 25 0 167 20 16 9 1 12 4 126 Conflicting Peds, #/hr 8 0 7 7 0 8 0 0 1 1 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - Yeild - - Yeild Storage Length 50 - - 65 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 139 198 27 0 182 22 17 10 1 13 4 137 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 204 0 0 226 0 0 687 695 220 689 697 201 Stage 1 - - - - - - 491 491 - 193 193 - Stage 2 - - - - - - 196 204 - 496 504 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1368 - - 1342 - - 361 366 820 360 365 840 Stage 1 - - - - - - 559 548 - 809 741 - Stage 2 - - - - - - 806 733 - 556 541 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1359 - - 1333 - - 273 328 814 322 327 834 Mov Cap-2 Maneuver - - - - - - 273 328 - 322 327 - Stage 1 - - - - - - 501 492 - 726 740 - Stage 2 - - - - - - 665 732 - 485 485 - Approach EB WB NB SB HCM Control Delay, s 3 0 18.1 9.6 HCM LOS C A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 302 1359 - - 1333 - - 940 HCM Lane V/C Ratio 0.094 0.102 -----0.164 HCM Control Delay (s) 18.1 8 - - 0 - - 9.6 HCM Lane LOS C A - - A - - A HCM 95th %tile Q(veh) 0.3 0.3 - - 0 - - 0.6 Existing Conditions HCM 2010 TWSC Summer Sunday Midday 30: Cypress Street & Stimson Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 12 Intersection Int Delay, s/veh 12.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 27 25 24 37 59 65 6 43 19 Conflicting Peds, #/hr 130 0 39 39 0 130 227 0 141 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 29 27 26 40 64 71 7 47 21 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 548 490 440 507 495 414 228 0 0 Stage 1 280 280 - 200 200 - - - - Stage 2 268 210 - 307 295 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 447 479 617 476 476 638 1340 - - Stage 1 727 679 - 802 736 - - - - Stage 2 738 728 - 703 669 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 230 366 446 297 364 461 1087 - - Mov Cap-2 Maneuver 230 366 - 297 364 - - - - Stage 1 644 586 - 710 652 - - - - Stage 2 454 645 - 495 577 - - - - Approach EB WB NB HCM Control Delay, s 20.3 22.6 0.7 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1087 - - 317 376 1116 - - HCM Lane V/C Ratio 0.006 - - 0.261 0.465 0.03 - - HCM Control Delay (s) 8.3 0 - 20.3 22.6 8.3 0 - HCM Lane LOS A A - C C A A - HCM 95th %tile Q(veh) 0 - - 1 2.4 0.1 - - Existing Conditions HCM 2010 TWSC Summer Sunday Midday 30: Cypress Street & Stimson Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 13 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 31 62 28 Conflicting Peds, #/hr 141 0 227 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 34 67 30 Major/Minor Major2 Conflicting Flow All 197 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1376 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1116 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 2.1 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC Summer Sunday Midday 31: Dolliver St. (SR 1) & Stimson Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 19 23 39 31 34 16 33 496 31 19 340 90 Conflicting Peds, #/hr 15 0 11 11 0 15 68 0 48 48 0 68 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 25 42 34 37 17 36 539 34 21 370 98 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1096 1086 453 1103 1069 639 385 0 0 588 0 0 Stage 1 426 426 - 643 643 - - - - - - - Stage 2 670 660 - 460 426 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 191 216 607 189 221 476 1173 - - 987 - - Stage 1 606 586 - 462 468 - - - - - - - Stage 2 446 460 - 581 586 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 138 194 565 138 199 443 1107 - - 931 - - Mov Cap-2 Maneuver 138 194 - 138 199 - - - - - - - Stage 1 570 561 - 434 440 - - - - - - - Stage 2 352 432 - 469 561 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 27.2 40 0.5 0.4 HCM LOS D E Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1107 - - 249 188 931 - - HCM Lane V/C Ratio 0.032 - - 0.354 0.468 0.022 - - HCM Control Delay (s) 8.4 0 - 27.2 40 9 0 - HCM Lane LOS A A - D E A A - HCM 95th %tile Q(veh) 0.1 - - 1.5 2.2 0.1 - - Existing Conditions HCM 2010 TWSC Summer Sunday Midday 32: Price St. & Stimson Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 16 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 57 0 31 1 0 0 26 553 1 Conflicting Peds, #/hr 0 0 2 2 0 0 7 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - 30 - - 30 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 62 0 34 1 0 0 28 601 1 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1406 1407 397 1019 1437 611 777 0 0 Stage 1 746 746 - 660 660 - - - - Stage 2 660 661 - 359 777 - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - Pot Cap-1 Maneuver 107 138 603 203 133 493 835 - - Stage 1 372 420 - 451 459 - - - - Stage 2 451 459 - 632 406 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 102 131 598 183 126 489 830 - - Mov Cap-2 Maneuver 102 131 - 183 126 - - - - Stage 1 352 419 - 427 435 - - - - Stage 2 426 435 - 593 405 - - - - Approach EB WB NB HCM Control Delay, s 58.5 24.8 0.4 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 WBLn2 SBL SBT SBR Capacity (veh/h) 830 - - 102 598 183 - 968 - - HCM Lane V/C Ratio 0.034 - - 0.607 0.056 0.006 ---- HCM Control Delay (s) 9.5 0 - 84.1 11.4 24.8 0 0 - - HCM Lane LOS A A - F B C A A - - HCM 95th %tile Q(veh) 0.1 - - 2.9 0.2 0 - 0 - - Existing Conditions HCM 2010 TWSC Summer Sunday Midday 32: Price St. & Stimson Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 17 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 0 656 57 Conflicting Peds, #/hr 7 0 7 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 0 713 62 Major/Minor Major2 Conflicting Flow All 604 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 974 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 968 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC Summer Sunday Midday 33: Cypress Street & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 18 Intersection Int Delay, s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 15 26 26 13 25 15 6 36 14 Conflicting Peds, #/hr 85 0 71 71 0 85 80 0 51 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 28 28 14 27 16 7 39 15 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 363 348 230 369 352 212 161 0 0 Stage 1 196 196 - 145 145 - - - - Stage 2 167 152 - 224 207 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 593 576 809 588 573 828 1418 - - Stage 1 806 739 - 858 777 - - - - Stage 2 835 772 - 779 731 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 473 486 702 460 483 718 1323 - - Mov Cap-2 Maneuver 473 486 - 460 483 - - - - Stage 1 745 674 - 793 718 - - - - Stage 2 729 714 - 657 667 - - - - Approach EB WB NB HCM Control Delay, s 12.6 12.7 0.8 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1323 - - 548 525 1349 - - HCM Lane V/C Ratio 0.005 - - 0.133 0.11 0.017 - - HCM Control Delay (s) 7.7 0 - 12.6 12.7 7.7 0 - HCM Lane LOS A A -BBAA - HCM 95th %tile Q(veh) 0 - - 0.5 0.4 0.1 - - Existing Conditions HCM 2010 TWSC Summer Sunday Midday 33: Cypress Street & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 19 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 21 50 20 Conflicting Peds, #/hr 51 0 80 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 23 54 22 Major/Minor Major2 Conflicting Flow All 139 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1445 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1349 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 1.8 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC Summer Sunday Midday 34: Dolliver Street (SR 1) & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 20 Intersection Int Delay, s/veh 28.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 7 26 16 115 27 17 11 527 167 Conflicting Peds, #/hr 4 0 16 16 0 4 55 0 21 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 28 17 125 29 18 12 573 182 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1196 1263 459 1196 1185 735 416 0 0 Stage 1 469 469 - 704 704 - - - - Stage 2 727 794 - 492 481 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 163 170 602 163 189 420 1143 - - Stage 1 575 561 - 428 440 - - - - Stage 2 415 400 - 558 554 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 120 154 567 ~ 121 171 395 1091 - - Mov Cap-2 Maneuver 120 154 - ~ 121 171 - - - - Stage 1 556 524 - 414 425 - - - - Stage 2 344 387 - 462 518 - - - - Approach EB WB NB HCM Control Delay, s 30.8 221.8 0.1 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1091 - - 192 138 805 - - HCM Lane V/C Ratio 0.011 - - 0.277 1.252 0.041 - - HCM Control Delay (s) 8.3 0 - 30.8 221.8 9.7 0 - HCM Lane LOS A A - D F A A - HCM 95th %tile Q(veh) 0 - - 1.1 10.5 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Existing Conditions HCM 2010 TWSC Summer Sunday Midday 34: Dolliver Street (SR 1) & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 21 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 30 345 23 Conflicting Peds, #/hr 21 0 55 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 33 375 25 Major/Minor Major2 Conflicting Flow All 770 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 844 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 805 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.7 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC Summer Sunday Midday 35: Price St. & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 22 Intersection Int Delay, s/veh 13.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 85 1 162 2 1 1 110 491 6 Conflicting Peds, #/hr 4 0 3 3 0 4 6 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - 30 - - - 40 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 92 1 176 2 1 1 120 534 7 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1475 1477 689 1475 1474 547 683 0 0 Stage 1 694 694 - 780 780 - - - - Stage 2 781 783 - 695 694 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 104 126 446 104 127 537 910 - - Stage 1 433 444 - 388 406 - - - - Stage 2 388 404 - 433 444 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver ~ 91 108 442 55 109 533 905 - - Mov Cap-2 Maneuver ~ 91 108 - 55 109 - - - - Stage 1 374 440 - 335 351 - - - - Stage 2 333 349 - 257 440 - - - - Approach EB WB NB HCM Control Delay, s 76.6 50.2 1.7 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 SBL SBT SBR Capacity (veh/h) 905 - - 91 442 84 1020 - - HCM Lane V/C Ratio 0.132 - - 1.027 0.398 0.052 0.005 - - HCM Control Delay (s) 9.6 - - 186.1 18.4 50.2 8.5 - - HCM Lane LOS A - - F C F A - - HCM 95th %tile Q(veh) 0.5 - - 6.1 1.9 0.2 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Existing Conditions HCM 2010 TWSC Summer Sunday Midday 35: Price St. & Ocean View Avenue Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 23 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 5 625 64 Conflicting Peds, #/hr 1 0 6 Sign Control Free Free Free RT Channelized - - Stop Storage Length 25 - 0 Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 5 679 70 Major/Minor Major2 Conflicting Flow All 544 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1025 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1020 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.1 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM Unsignalized Intersection Capacity Analysis Summer Sunday Midday 36: Dolliver St. (SR 1) & Cypress St./Mobile Home Park Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 19 1 70 15 1 23 12 666 25 8 433 5 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 21 1 76 16 1 25 13 724 27 9 471 5 Pedestrians 27 34 1 59 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 2305 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 535 pX, platoon unblocked 0.69 0.69 0.69 0.69 0.69 0.69 vC, conflicting volume 1352 1329 501 1363 1318 830 503 785 vC1, stage 1 conf vol 518 518 798 798 vC2, stage 2 conf vol 835 811 566 520 vCu, unblocked vol 1285 1251 501 1301 1235 524 503 458 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 92 100 86 94 100 93 99 99 cM capacity (veh/h) 268 299 556 282 307 351 1037 735 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 98 42 13 751 9 476 Volume Left 21 16 13 0 9 0 Volume Right 76 25 0 27 0 5 cSH 450 319 1037 1700 735 1700 Volume to Capacity 0.22 0.13 0.01 0.44 0.01 0.28 Queue Length 95th (ft) 20 11 1010 Control Delay (s) 15.2 18.0 8.5 0.0 10.0 0.0 Lane LOS C C A A Approach Delay (s) 15.2 18.0 0.1 0.2 Approach LOS C C Intersection Summary Average Delay 1.8 Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15 Existing Conditions HCM 2010 Signalized Intersection Summary Summer Sunday Midday 37: Dolliver St. (SR 1) & PCV/PBSMHP Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 92 0 45 8 0 11 39 600 11 24 446 48 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.92 0.91 0.94 0.91 1.00 0.96 1.00 0.90 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 100 0 49 9 0 12 42 652 12 26 485 52 Adj No. of Lanes 010010110110 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 296 24 93 208 37 177 80 939 17 54 819 88 Arrive On Green 0.21 0.00 0.21 0.21 0.00 0.21 0.05 0.52 0.52 0.03 0.50 0.50 Sat Flow, veh/h 801 117 450 465 179 859 1774 1822 34 1774 1634 175 Grp Volume(v), veh/h 149 0 0 21 0 0 42 0 664 26 0 537 Grp Sat Flow(s),veh/h/ln 1368 0 0 1503 0 0 1774 0 1855 1774 0 1809 Q Serve(g_s), s 3.3 0.0 0.0 0.0 0.0 0.0 1.1 0.0 12.4 0.7 0.0 9.7 Cycle Q Clear(g_c), s 4.3 0.0 0.0 0.5 0.0 0.0 1.1 0.0 12.4 0.7 0.0 9.7 Prop In Lane 0.67 0.33 0.43 0.57 1.00 0.02 1.00 0.10 Lane Grp Cap(c), veh/h 413 0 0 422 0 0 80 0 956 54 0 907 V/C Ratio(X) 0.36 0.00 0.00 0.05 0.00 0.00 0.52 0.00 0.69 0.48 0.00 0.59 Avail Cap(c_a), veh/h 635 0 0 649 0 0 196 0 1063 193 0 1033 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.1 0.0 0.0 14.7 0.0 0.0 21.5 0.0 8.4 22.0 0.0 8.2 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.0 0.0 0.0 2.0 0.0 1.7 2.4 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.7 0.0 0.0 0.2 0.0 0.0 0.6 0.0 6.7 0.4 0.0 5.0 LnGrp Delay(d),s/veh 16.5 0.0 0.0 14.7 0.0 0.0 23.5 0.0 10.2 24.4 0.0 8.9 LnGrp LOS B B C B C A Approach Vol, veh/h 149 21 706 563 Approach Delay, s/veh 16.5 14.7 10.9 9.6 Approach LOS BBBA Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 13.0 5.6 27.5 13.0 4.9 28.1 Change Period (Y+Rc), s 3.5 3.5 4.4 3.5 3.5 4.4 Max Green Setting (Gmax), s 17.2 5.1 26.3 17.2 5.0 26.4 Max Q Clear Time (g_c+I1), s 6.3 3.1 11.7 2.5 2.7 14.4 Green Ext Time (p_c), s 0.6 0.0 6.8 0.7 0.0 6.0 Intersection Summary HCM 2010 Ctrl Delay 11.0 HCM 2010 LOS B Existing Conditions HCM 2010 AWSC Memorial Day Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Intersection Delay, s/veh 48.6 Intersection LOS E Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 270 245 0 38 254 0 0 300 0 44 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 293 266 0 41 276 0 0 326 0 48 Number of Lanes 001000100101 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 2 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 3 1 HCM Control Delay 72.5 37.3 48.1 HCM LOS F E E Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 13% 100% 0% 0% Vol Thru, % 0% 0% 52% 87% 0% 100% 0% Vol Right, % 0% 100% 48% 0% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 300 44 515 292 97 218 11 LT Vol 0 0 270 254 0 218 0 Through Vol 0 44 245 0 0 0 11 RT Vol 300 0 0 38 97 0 0 Lane Flow Rate 326 48 560 317 105 237 12 Geometry Grp 8877777 Degree of Util (X) 0.88 0.113 1 0.784 0.279 0.593 0.028 Departure Headway (Hd) 9.713 8.515 8.283 8.89 9.516 9.016 8.316 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 372 420 437 406 377 400 430 Service Time 7.473 6.274 6.073 6.651 7.281 6.781 6.081 HCM Lane V/C Ratio 0.876 0.114 1.281 0.781 0.279 0.593 0.028 HCM Control Delay 53.3 12.4 72.5 37.3 15.9 24.2 11.3 HCM Lane LOS F B F E C C B HCM 95th-tile Q 8.6 0.4 12.7 6.7 1.1 3.7 0.1 Existing Conditions HCM 2010 AWSC Memorial Day Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 97 218 11 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 105 237 12 Number of Lanes 0111 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 21.3 HCM LOS C Lane Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 16: Dolliver St. (SR 1) & Wadsworth Ave. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 14 18 25 22 18 38 21 341 62 Conflicting Peds, #/hr 41 0 29 29 0 41 75 0 89 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 15 20 27 24 20 41 23 371 67 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1067 1071 578 1060 1044 534 496 0 0 Stage 1 546 546 - 491 491 - - - - Stage 2 521 525 - 569 553 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 200 221 516 202 229 546 1068 - - Stage 1 522 518 - 559 548 - - - - Stage 2 539 529 - 507 514 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 144 192 461 149 199 488 989 - - Mov Cap-2 Maneuver 144 192 - 149 199 - - - - Stage 1 489 482 - 523 513 - - - - Stage 2 426 495 - 408 478 - - - - Approach EB WB NB HCM Control Delay, s 26.1 27 0.4 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 989 - - 232 247 1003 - - HCM Lane V/C Ratio 0.023 - - 0.267 0.343 0.028 - - HCM Control Delay (s) 8.7 0 - 26.1 27 8.7 0 - HCM Lane LOS A A - D D A A - HCM 95th %tile Q(veh) 0.1 - - 1 1.5 0.1 - - Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 16: Dolliver St. (SR 1) & Wadsworth Ave. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 2 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 26 406 13 Conflicting Peds, #/hr 89 0 75 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 28 441 14 Major/Minor Major2 Conflicting Flow All 479 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1083 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1003 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.5 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 AWSC Memorial Day Sunday Midday 17: Price St. & Wadsworth Ave. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 3 Intersection Intersection Delay, s/veh 14.1 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 13 62 42 0 44 26 64 0 28 209 135 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 14 67 46 0 48 28 70 0 30 227 147 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 2 Conflicting Approach Left SB NB EB Conflicting Lanes Left 2 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 2 1 HCM Control Delay 11.1 11.3 16.3 HCM LOS B B C Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 8% 11% 33% 100% 0% Vol Thru, % 56% 53% 19% 0% 92% Vol Right, % 36% 36% 48% 0% 8% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 372 117 134 121 302 LT Vol 209 62 26 0 278 Through Vol 135 42 64 0 24 RT Vol 28 13 44 121 0 Lane Flow Rate 404 127 146 132 328 Geometry Grp 52277 Degree of Util (X) 0.602 0.221 0.25 0.234 0.534 Departure Headway (Hd) 5.364 6.26 6.183 6.415 5.851 Convergence, Y/N Yes Yes Yes Yes Yes Cap 671 570 577 558 614 Service Time 3.419 4.338 4.259 4.171 3.607 HCM Lane V/C Ratio 0.602 0.223 0.253 0.237 0.534 HCM Control Delay 16.3 11.1 11.3 11.1 15.2 HCM Lane LOS C B B B C HCM 95th-tile Q 4 0.8 1 0.9 3.2 Existing Conditions HCM 2010 AWSC Memorial Day Sunday Midday 17: Price St. & Wadsworth Ave. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 121 278 24 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 132 302 26 Number of Lanes 0110 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 14 HCM LOS B Lane Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 18: US 101 NB Off-Ramp & Wadsworth Ave. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 3 Intersection Int Delay, s/veh 3 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 318 0 0 59 77 58 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 170 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 346 0 0 64 84 63 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 346 0 410 346 Stage 1 - - - - 346 - Stage 2 - - - - 64 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1213 - 598 697 Stage 1 - - - - 716 - Stage 2 - - - - 959 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1213 - 598 697 Mov Cap-2 Maneuver - - - - 598 - Stage 1 - - - - 716 - Stage 2 - - - - 959 - Approach EB WB NB HCM Control Delay, s 0 0 11.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 598 697 - - 1213 - HCM Lane V/C Ratio 0.14 0.09 ---- HCM Control Delay (s) 12 10.7 - - 0 - HCM Lane LOS B B - - A - HCM 95th %tile Q(veh) 0.5 0.3 - - 0 - Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 20: Dolliver St. (SR 1) & Main Street Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 4 Intersection Int Delay, s/veh 42.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 24 19 66 21 18 46 49 357 137 Conflicting Peds, #/hr 146 0 142 142 0 146 380 0 278 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 21 72 23 20 50 53 388 149 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1354 1393 925 1365 1333 989 559 0 0 Stage 1 604 604 - 715 715 - - - - Stage 2 750 789 - 650 618 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 127 142 326 125 154 299 1012 - - Stage 1 485 488 - 422 434 - - - - Stage 2 403 402 - 458 481 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 41 91 196 34 99 179 692 - - Mov Cap-2 Maneuver 41 91 - 34 99 - - - - Stage 1 378 402 - 329 339 - - - - Stage 2 166 314 - 177 397 - - - - Approach EB WB NB HCM Control Delay, s 248.8 241.7 1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 692 - - 96 80 622 - - HCM Lane V/C Ratio 0.077 - - 1.234 1.155 0.047 - - HCM Control Delay (s) 10.6 0 - 248.8 241.7 11.1 0 - HCM Lane LOS B A - F F B A - HCM 95th %tile Q(veh) 0.2 - - 8.2 6.7 0.1 - - Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 20: Dolliver St. (SR 1) & Main Street Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 5 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 27 355 25 Conflicting Peds, #/hr 278 0 380 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 29 386 27 Major/Minor Major2 Conflicting Flow All 683 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 910 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 622 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.7 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 21: Cypress Street & Pomeroy Ave. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 2852.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 89 204 10 0 1 0 0 1 0 Conflicting Peds, #/hr 0 0 0 429 0 991 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 97 222 11 0 1 0 0 1 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 993 993 992 1 0 0 992 0 0 Stage 1 992 992 - - - - - - - Stage 2 1 1 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 272 245 298 1622 - - 697 - - Stage 1 359 324 - - - - - - - Stage 2 1022 895 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 47 0 52 1622 - - 697 - - Mov Cap-2 Maneuver ~ 47 0 - - - - - - - Stage 1 ~ 63 0 - - - - - - - Stage 2 1022 0 - - - - - - - Approach WB NB SB HCM Control Delay, s $ 2871.5 0 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 1622 - - 47 697 - - HCM Lane V/C Ratio - - - 7.007 - - - HCM Control Delay (s) 0 - -$ 2871.5 0 - - HCM Lane LOS A - - F A - - HCM 95th %tile Q(veh) 0 - - 38.5 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Existing Conditions Lanes, Volumes, Timings Memorial Day Sunday Midday 22: Dolliver St. (SR 1) & Pomeroy Ave. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 136 117 69 12 486 0 0 276 176 Satd. Flow (prot) 0 0 0 1770 *400 0 0 1861 0 0 *400 0 Flt Permitted 0.950 0.988 Satd. Flow (perm) 0 0 0 649 1512 0 0 1832 0 0 1383 0 Satd. Flow (RTOR) 58 75 Adj. Flow (vph) 0 0 0 148 127 75 13 528 0 0 300 191 Lane Group Flow (vph) 0 0 0 148 202 0 0 541 0 0 491 0 Turn Type Perm NA Perm NA NA Protected Phases 6 8 4 Permitted Phases 6 8 Total Split (s) 27.0 27.0 33.0 33.0 33.0 Total Lost Time (s) 3.5 3.5 3.7 3.7 Act Effct Green (s) 23.5 23.5 29.3 29.3 Actuated g/C Ratio 0.39 0.39 0.49 0.49 v/c Ratio 0.58 1.06 0.61 2.11 Control Delay 26.2 102.2 9.0 529.9 Queue Delay 0.0 0.0 1.5 0.0 Total Delay 26.2 102.2 10.5 529.9 LOS C F B F Approach Delay 70.1 10.5 529.9 Approach LOS E B F Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 4:SBT and 8:NBTL, Start of Green, Master Intersection Control Type: Actuated-Coordinated Maximum v/c Ratio: 2.11 Intersection Signal Delay: 210.1 Intersection LOS: F Intersection Capacity Utilization 56.9% ICU Level of Service B Analysis Period (min) 15 * User Entered Value Splits and Phases: 22: Dolliver St. (SR 1) & Pomeroy Ave. Existing Conditions HCM 2010 AWSC Memorial Day Sunday Midday 23: Price St. & Pomeroy Ave. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Intersection Delay, s/veh 12.7 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 00000310024533613 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 00000310026636514 Number of Lanes 000000100110 Approach WB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left NB Conflicting Lanes Left 2 0 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 HCM Control Delay 9.4 12 HCM LOS A B Lane NBLn1 NBLn2 WBLn1 SBLn1 Vol Left, % 100% 0% 75% 2% Vol Thru, % 0% 96% 25% 77% Vol Right, % 0% 4% 0% 21% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 245 349 4 435 LT Vol 0 336 1 337 Through Vol 0 13 0 91 RT Vol 245 0 3 7 Lane Flow Rate 266 379 4 473 Geometry Grp 7725 Degree of Util (X) 0.39 0.5 0.008 0.591 Departure Headway (Hd) 5.374 4.845 6.273 4.497 Convergence, Y/N Yes Yes Yes Yes Cap 674 747 571 809 Service Time 3.074 2.545 4.308 2.499 HCM Lane V/C Ratio 0.395 0.507 0.007 0.585 HCM Control Delay 11.5 12.3 9.4 13.8 HCM Lane LOS BBAB HCM 95th-tile Q 1.9 2.8 0 4 Existing Conditions HCM 2010 AWSC Memorial Day Sunday Midday 23: Price St. & Pomeroy Ave. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 7 337 91 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 8 366 99 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right Conflicting Lanes Right 0 HCM Control Delay 13.8 HCM LOS B Lane Existing Conditions HCM 2010 AWSC Memorial Day Sunday Midday 24: Cypress Street & Hinds Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Intersection Delay, s/veh 8.3 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 105 78 0000000175 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 114 85 0000000190 Number of Lanes 001000000001 Approach EB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 Conflicting Approach Right NB Conflicting Lanes Right 1 0 HCM Control Delay 8.6 7.9 HCM LOS A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 0% 0% 45% Vol Thru, % 0% 57% 55% Vol Right, % 100% 43% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 175 183 80 LT Vol 0 105 44 Through Vol 175 78 0 RT Vol 0 0 36 Lane Flow Rate 190 199 87 Geometry Grp 1 1 1 Degree of Util (X) 0.205 0.235 0.113 Departure Headway (Hd) 3.884 4.262 4.661 Convergence, Y/N Yes Yes Yes Cap 926 843 770 Service Time 1.9 2.282 2.679 HCM Lane V/C Ratio 0.205 0.236 0.113 HCM Control Delay 7.9 8.6 8.3 HCM Lane LOS A A A HCM 95th-tile Q 0.8 0.9 0.4 Existing Conditions HCM 2010 AWSC Memorial Day Sunday Midday 24: Cypress Street & Hinds Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 36 44 0 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 39 48 0 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left Conflicting Lanes Left 0 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 8.3 HCM LOS A Lane Existing Conditions Lanes, Volumes, Timings Memorial Day Sunday Midday 25: Dolliver St. (SR 1) & Hinds Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 136 132 50 000034890453590 Satd. Flow (prot) 0 3269 00000*400 0 0 1852 0 Flt Permitted 0.979 0.924 Satd. Flow (perm) 0 3047 000001754 0 0 1710 0 Satd. Flow (RTOR) 36 38 Adj. Flow (vph) 148 143 54 000037898493900 Lane Group Flow (vph) 0 345 00000476004390 Turn Type Perm NA NA Perm NA Protected Phases 2 8 4 Permitted Phases 2 4 Total Split (s) 21.0 21.0 39.0 39.0 39.0 Total Lost Time (s) 3.5 3.7 3.7 Act Effct Green (s) 13.4 39.4 39.4 Actuated g/C Ratio 0.22 0.66 0.66 v/c Ratio 0.49 1.72 0.39 Control Delay 20.1 360.2 6.5 Queue Delay 0.0 0.3 0.7 Total Delay 20.1 360.4 7.2 LOS C F A Approach Delay 20.1 360.4 7.2 Approach LOS C F A Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 33 (55%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.72 Intersection Signal Delay: 144.2 Intersection LOS: F Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period (min) 15 * User Entered Value Splits and Phases: 25: Dolliver St. (SR 1) & Hinds Avenue Existing Conditions HCM 2010 Signalized Intersection Summary Memorial Day Sunday Midday 26: Price St. & Hinds Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 94 73 95 426 0 70 0 421 164 12 333 0 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 0 1863 1900 1900 1863 0 Adj Flow Rate, veh/h 102 79 103 534 0 0 0 458 178 13 362 0 Adj No. of Lanes 110210020020 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222022220 Cap, veh/h 369 150 195 892 468 0 0 730 282 98 991 0 Arrive On Green 0.21 0.21 0.21 0.25 0.00 0.00 0.00 0.29 0.29 0.29 0.29 0.00 Sat Flow, veh/h 1774 720 938 3548 1863 0 0 2583 960 41 3462 0 Grp Volume(v), veh/h 102 0 182 534 0 0 0 324 312 200 175 0 Grp Sat Flow(s),veh/h/ln 1774 0 1658 1774 1863 0 0 1770 1680 1807 1610 0 Q Serve(g_s), s 2.1 0.0 4.3 5.9 0.0 0.0 0.0 7.1 7.2 0.0 3.8 0.0 Cycle Q Clear(g_c), s 2.1 0.0 4.3 5.9 0.0 0.0 0.0 7.1 7.2 3.8 3.8 0.0 Prop In Lane 1.00 0.57 1.00 0.00 0.00 0.57 0.06 0.00 Lane Grp Cap(c), veh/h 369 0 345 892 468 0 0 519 493 616 472 0 V/C Ratio(X) 0.28 0.00 0.53 0.60 0.00 0.00 0.00 0.62 0.63 0.32 0.37 0.00 Avail Cap(c_a), veh/h 838 0 783 1676 880 0 0 677 642 769 616 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 14.8 0.0 15.7 14.7 0.0 0.0 0.0 13.6 13.6 12.4 12.5 0.0 Incr Delay (d2), s/veh 0.4 0.0 1.3 0.6 0.0 0.0 0.0 1.2 1.3 0.3 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.1 0.0 2.1 3.0 0.0 0.0 0.0 3.6 3.5 2.0 1.8 0.0 LnGrp Delay(d),s/veh 15.2 0.0 16.9 15.3 0.0 0.0 0.0 14.8 15.0 12.7 12.9 0.0 LnGrp LOS B B B BBBB Approach Vol, veh/h 284 534 636 375 Approach Delay, s/veh 16.3 15.3 14.9 12.8 Approach LOS BBBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 17.0 12.7 17.0 14.7 Change Period (Y+Rc), s 4.0 3.5 4.0 3.5 Max Green Setting (Gmax), s 17.0 21.0 17.0 21.0 Max Q Clear Time (g_c+I1), s 9.2 6.3 5.8 7.9 Green Ext Time (p_c), s 3.9 1.2 5.0 1.7 Intersection Summary HCM 2010 Ctrl Delay 14.8 HCM 2010 LOS B Notes User approved volume balancing among the lanes for turning movement. Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 27: Hinds Avenue & US 101 SB Off-Ramp Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 9 Intersection Int Delay, s/veh 1.7 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 249 490 0 25 93 Conflicting Peds, #/hr 0 0 0 0 1 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 160 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 271 533 0 27 101 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 534 0 - 0 805 267 Stage 1 - - - - 534 - Stage 2 - - - - 271 - Critical Hdwy 4.14 - - - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy 2.22 - - - 3.519 3.319 Pot Cap-1 Maneuver 1030 - - - 336 732 Stage 1 - - - - 553 - Stage 2 - - - - 774 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1030 - - - 335 731 Mov Cap-2 Maneuver - - - - 335 - Stage 1 - - - - 553 - Stage 2 - - - - 773 - Approach EB WB SB HCM Control Delay, s 0 0 12 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1030 - - - 335 731 HCM Lane V/C Ratio ----0.081 0.138 HCM Control Delay (s) 0 - - - 16.7 10.7 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0 - - - 0.3 0.5 Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 28: Bello St. & Hinds Avenue/Price Canyon Rd. Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 113 144 17 3 186 21 18 5 1 9 7 199 Conflicting Peds, #/hr 7 0 14 14 0 7 2 0 2 2 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - Yeild - - Yeild Storage Length 50 - - 65 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 123 157 18 3 202 23 20 5 1 10 8 216 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 227 0 0 177 0 0 639 647 182 638 645 230 Stage 1 - - - - - - 413 413 - 222 222 - Stage 2 - - - - - - 226 234 - 416 423 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1341 - - 1399 - - 389 390 861 389 391 809 Stage 1 - - - - - - 616 594 - 780 720 - Stage 2 - - - - - - 777 711 - 614 588 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1325 - - 1383 - - 255 352 850 351 353 798 Mov Cap-2 Maneuver - - - - - - 255 352 - 351 353 - Stage 1 - - - - - - 558 538 - 706 717 - Stage 2 - - - - - - 553 708 - 544 533 - Approach EB WB NB SB HCM Control Delay, s 3.3 0.1 19 10.7 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 283 1325 - - 1383 - - 862 HCM Lane V/C Ratio 0.092 0.093 - - 0.002 - - 0.271 HCM Control Delay (s) 19 8 - - 7.6 - - 10.7 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.3 0.3 - - 0 - - 1.1 Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 30: Cypress Street & Stimson Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 12 Intersection Int Delay, s/veh 15.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 32 22 34 51 72 65 2 74 23 Conflicting Peds, #/hr 132 0 53 53 0 132 222 0 158 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 35 24 37 55 78 71 2 80 25 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 585 523 442 540 527 447 237 0 0 Stage 1 281 281 - 229 229 - - - - Stage 2 304 242 - 311 298 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 422 459 615 453 456 612 1330 - - Stage 1 726 678 - 774 715 - - - - Stage 2 705 705 - 699 667 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 208 352 446 279 350 444 1084 - - Mov Cap-2 Maneuver 208 352 - 279 350 - - - - Stage 1 645 585 - 687 635 - - - - Stage 2 423 626 - 486 576 - - - - Approach EB WB NB HCM Control Delay, s 22.4 28.6 0.2 HCM LOS C D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1084 - - 301 351 1084 - - HCM Lane V/C Ratio 0.002 - - 0.318 0.582 0.028 - - HCM Control Delay (s) 8.3 0 - 22.4 28.6 8.4 0 - HCM Lane LOS A A - C D A A - HCM 95th %tile Q(veh) 0 - - 1.3 3.5 0.1 - - Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 30: Cypress Street & Stimson Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 13 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 28 65 32 Conflicting Peds, #/hr 158 0 222 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 30 71 35 Major/Minor Major2 Conflicting Flow All 237 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1330 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1084 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 1.9 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 31: Dolliver St. (SR 1) & Stimson Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 8.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 27 34 53 43 29 25 411 48 15 281 119 Conflicting Peds, #/hr 59 0 45 45 0 59 102 0 102 102 0 102 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 29 37 58 47 32 27 447 52 16 305 129 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1022 1009 466 1016 983 634 364 0 0 558 0 0 Stage 1 397 397 - 586 586 - - - - - - - Stage 2 625 612 - 430 397 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 214 240 597 216 249 479 1195 - - 1013 - - Stage 1 629 603 - 496 497 - - - - - - - Stage 2 473 484 - 603 603 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 137 205 519 149 212 417 1093 - - 927 - - Mov Cap-2 Maneuver 137 205 - 149 212 - - - - - - - Stage 1 578 560 - 456 456 - - - - - - - Stage 2 347 445 - 474 560 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 24.3 54.9 0.4 0.3 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1093 - - 263 199 927 - - HCM Lane V/C Ratio 0.025 - - 0.293 0.683 0.018 - - HCM Control Delay (s) 8.4 0 - 24.3 54.9 9 0 - HCM Lane LOS A A - C F A A - HCM 95th %tile Q(veh) 0.1 - - 1.2 4.2 0.1 - - Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 32: Price St. & Stimson Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 16 Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 43 2 37 0 1 3 45 548 5 Conflicting Peds, #/hr 0 0 9 9 0 0 12 0 9 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - 30 - - 30 - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 47 2 40 0 1 3 49 596 5 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1604 1606 485 1140 1647 619 937 0 0 Stage 1 898 898 - 705 705 - - - - Stage 2 706 708 - 435 942 - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - Pot Cap-1 Maneuver 77 105 529 167 99 488 727 - - Stage 1 301 357 - 426 438 - - - - Stage 2 426 437 - 571 341 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 68 93 520 137 87 479 720 - - Mov Cap-2 Maneuver 68 93 - 137 87 - - - - Stage 1 268 353 - 380 390 - - - - Stage 2 375 389 - 516 337 - - - - Approach EB WB NB HCM Control Delay, s 80.5 21.2 0.8 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 WBLn2 SBL SBT SBR Capacity (veh/h) 720 - - 69 520 87 479 959 - - HCM Lane V/C Ratio 0.068 - - 0.709 0.077 0.012 0.007 0.002 - - HCM Control Delay (s) 10.4 0 - 136.4 12.5 46.9 12.6 8.8 0 - HCM Lane LOS B A - F BEBAA - HCM 95th %tile Q(veh) 0.2 - - 3.2 0.2 0 0 0 - - Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 32: Price St. & Stimson Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 17 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 2 774 80 Conflicting Peds, #/hr 9 0 12 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 2 841 87 Major/Minor Major2 Conflicting Flow All 610 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 969 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 959 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 33: Cypress Street & Ocean View Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 18 Intersection Int Delay, s/veh 7.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 20 21 42 24 51 38 14 48 31 Conflicting Peds, #/hr 46 0 37 37 0 46 211 0 107 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 22 23 46 26 55 41 15 52 34 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 415 383 384 400 384 326 192 0 0 Stage 1 221 221 - 145 145 - - - - Stage 2 194 162 - 255 239 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 548 550 664 560 550 715 1381 - - Stage 1 781 720 - 858 777 - - - - Stage 2 808 764 - 749 708 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 358 490 526 380 490 567 1138 - - Mov Cap-2 Maneuver 358 490 - 380 490 - - - - Stage 1 741 677 - 814 737 - - - - Stage 2 563 724 - 533 666 - - - - Approach EB WB NB HCM Control Delay, s 14.6 15 1.2 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1138 - - 465 482 1198 - - HCM Lane V/C Ratio 0.013 - - 0.194 0.255 0.02 - - HCM Control Delay (s) 8.2 0 - 14.6 15 8.1 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 0.7 1 0.1 - - Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 33: Cypress Street & Ocean View Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 19 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 22 100 34 Conflicting Peds, #/hr 107 0 211 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 24 109 37 Major/Minor Major2 Conflicting Flow All 132 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1453 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1198 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 1.1 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 34: Dolliver Street (SR 1) & Ocean View Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 20 Intersection Int Delay, s/veh 45.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 11 29 35 129 47 32 28 439 139 Conflicting Peds, #/hr 21 0 13 13 0 21 82 0 81 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 32 38 140 51 35 30 477 151 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1102 1134 454 1094 1081 656 394 0 0 Stage 1 424 424 - 635 635 - - - - Stage 2 678 710 - 459 446 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 189 203 606 191 218 465 1165 - - Stage 1 608 587 - 467 472 - - - - Stage 2 442 437 - 582 574 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver 119 180 555 ~ 133 194 426 1085 - - Mov Cap-2 Maneuver 119 180 - ~ 133 194 - - - - Stage 1 571 555 - 439 443 - - - - Stage 2 320 410 - 458 543 - - - - Approach EB WB NB HCM Control Delay, s 28 264.1 0.4 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1085 - - 237 162 873 - - HCM Lane V/C Ratio 0.028 - - 0.344 1.396 0.03 - - HCM Control Delay (s) 8.4 0 - 28 264.1 9.3 0 - HCM Lane LOS A A - D F A A - HCM 95th %tile Q(veh) 0.1 - - 1.5 14 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 34: Dolliver Street (SR 1) & Ocean View Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 21 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 24 303 40 Conflicting Peds, #/hr 81 0 82 Sign Control Free Free Free RT Channelized - - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 26 329 43 Major/Minor Major2 Conflicting Flow All 649 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 937 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 873 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.6 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 35: Price St. & Ocean View Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 22 Intersection Int Delay, s/veh 11.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Vol, veh/h 71 1 120 1 1 0 117 513 9 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free RT Channelized - - None - - None - - None Storage Length - - 30 - - - 40 - - Veh in Median Storage, # - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 77 1 130 1 1 0 127 558 10 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 1593 1598 757 1593 1593 566 755 0 0 Stage 1 775 775 - 818 818 - - - - Stage 2 818 823 - 775 775 - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - Pot Cap-1 Maneuver 86 106 408 86 107 524 855 - - Stage 1 391 408 - 370 390 - - - - Stage 2 370 388 - 391 408 - - - - Platoon blocked, %-- Mov Cap-1 Maneuver ~ 75 89 407 51 90 523 854 - - Mov Cap-2 Maneuver ~ 75 89 - 51 90 - - - - Stage 1 333 404 - 315 332 - - - - Stage 2 313 330 - 262 404 - - - - Approach EB WB NB HCM Control Delay, s 91.2 62.3 1.8 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 SBL SBT SBR Capacity (veh/h) 854 - - 75 407 65 1002 - - HCM Lane V/C Ratio 0.149 - - 1.043 0.32 0.033 0.01 - - HCM Control Delay (s) 10 - - 213.2 18 62.3 8.6 - - HCM Lane LOS A - - F C F A - - HCM 95th %tile Q(veh) 0.5 - - 5.6 1.4 0.1 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Existing Conditions HCM 2010 TWSC Memorial Day Sunday Midday 35: Price St. & Ocean View Avenue Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 23 Intersection Int Delay, s/veh Movement SBL SBT SBR Vol, veh/h 9 694 121 Conflicting Peds, #/hr 2 0 0 Sign Control Free Free Free RT Channelized - - Stop Storage Length 25 - 0 Veh in Median Storage, # - 0 - Grade, % - 0 - Peak Hour Factor 92 92 92 Heavy Vehicles, % 2 2 2 Mvmt Flow 10 754 132 Major/Minor Major2 Conflicting Flow All 568 0 0 Stage 1 - - - Stage 2 - - - Critical Hdwy 4.12 - - Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - Follow-up Hdwy 2.218 - - Pot Cap-1 Maneuver 1004 - - Stage 1 - - - Stage 2 - - - Platoon blocked, % - - Mov Cap-1 Maneuver 1002 - - Mov Cap-2 Maneuver - - - Stage 1 - - - Stage 2 - - - Approach SB HCM Control Delay, s 0.1 HCM LOS Minor Lane/Major Mvmt Existing Conditions HCM Unsignalized Intersection Capacity Analysis Memorial Day Sunday Midday 36: Dolliver St. (SR 1) & Cypress St./Mobile Home Park Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 25 0 109 7 1 14 10 577 9 15 413 10 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 27 0 118 8 1 15 11 627 10 16 449 11 Pedestrians 20 48 4 42 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 2404 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 535 pX, platoon unblocked 0.76 0.76 0.76 0.76 0.76 0.76 vC, conflicting volume 1214 1214 478 1306 1214 722 480 685 vC1, stage 1 conf vol 507 507 702 702 vC2, stage 2 conf vol 707 707 604 512 vCu, unblocked vol 1121 1121 478 1243 1122 472 480 422 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 92 100 79 97 100 96 99 98 cM capacity (veh/h) 326 333 575 281 340 415 1065 825 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 146 24 11 637 16 460 Volume Left 27 8 11 0 16 0 Volume Right 118 15 0 10 0 11 cSH 504 357 1065 1700 825 1700 Volume to Capacity 0.29 0.07 0.01 0.37 0.02 0.27 Queue Length 95th (ft) 30 51020 Control Delay (s) 15.0 15.8 8.4 0.0 9.4 0.0 Lane LOS C C A A Approach Delay (s) 15.0 15.8 0.1 0.3 Approach LOS C C Intersection Summary Average Delay 2.2 Intersection Capacity Utilization 48.8% ICU Level of Service A Analysis Period (min) 15 Existing Conditions HCM 2010 Signalized Intersection Summary Memorial Day Sunday Midday 37: Dolliver St. (SR 1) & PCV/PBSMHP Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 52 0 45 5 0 15 41 529 8 18 456 55 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.93 0.92 0.94 0.92 1.00 0.96 1.00 0.85 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 57 0 49 5 0 16 45 575 9 20 496 60 Adj No. of Lanes 010010110110 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 234 32 126 128 35 216 84 984 15 43 822 99 Arrive On Green 0.19 0.00 0.19 0.19 0.00 0.19 0.05 0.54 0.54 0.02 0.52 0.52 Sat Flow, veh/h 596 166 655 166 185 1123 1774 1828 29 1774 1594 193 Grp Volume(v), veh/h 106 0 0 21 0 0 45 0 584 20 0 556 Grp Sat Flow(s),veh/h/ln 1416 0 0 1474 0 0 1774 0 1856 1774 0 1787 Q Serve(g_s), s 1.1 0.0 0.0 0.0 0.0 0.0 1.2 0.0 9.8 0.5 0.0 10.2 Cycle Q Clear(g_c), s 2.8 0.0 0.0 0.5 0.0 0.0 1.2 0.0 9.8 0.5 0.0 10.2 Prop In Lane 0.54 0.46 0.24 0.76 1.00 0.02 1.00 0.11 Lane Grp Cap(c), veh/h 391 0 0 379 0 0 84 0 999 43 0 921 V/C Ratio(X) 0.27 0.00 0.00 0.06 0.00 0.00 0.54 0.00 0.58 0.46 0.00 0.60 Avail Cap(c_a), veh/h 643 0 0 639 0 0 195 0 1043 191 0 1000 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.2 0.0 0.0 15.4 0.0 0.0 21.6 0.0 7.2 22.4 0.0 7.9 Incr Delay (d2), s/veh 0.3 0.0 0.0 0.0 0.0 0.0 2.0 0.0 0.8 2.8 0.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.2 0.0 0.0 0.2 0.0 0.0 0.6 0.0 5.1 0.3 0.0 5.2 LnGrp Delay(d),s/veh 16.5 0.0 0.0 15.4 0.0 0.0 23.6 0.0 8.0 25.2 0.0 8.8 LnGrp LOS B B C A C A Approach Vol, veh/h 106 21 629 576 Approach Delay, s/veh 16.5 15.4 9.1 9.4 Approach LOS BBAA Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 12.4 5.7 28.3 12.4 4.6 29.4 Change Period (Y+Rc), s 3.5 3.5 4.4 3.5 3.5 4.4 Max Green Setting (Gmax), s 17.5 5.1 26.0 17.5 5.0 26.1 Max Q Clear Time (g_c+I1), s 4.8 3.2 12.2 2.5 2.5 11.8 Green Ext Time (p_c), s 0.4 0.0 6.3 0.5 0.0 6.4 Intersection Summary HCM 2010 Ctrl Delay 9.9 HCM 2010 LOS A Existing Conditions HCM 2010 Roundabout PM Weekday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 321 122 185 268 Demand Flow Rate, veh/h 327 124 188 273 Vehicles Circulating, veh/h 277 174 231 298 Vehicles Exiting, veh/h 281 245 373 0 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 4040 Ped Cap Adj 0.999 1.000 0.999 1.000 Approach Delay, s/veh 8.8 5.1 6.2 7.5 Approach LOS AAAA Lane Left Left Left Left Bypass Designated Moves TR LT LR LT R Assumed Moves TR LT LR LT R RT Channelized Free Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 327 124 188 260 13 Cap Entry Lane, veh/h 857 949 897 839 1938 Entry HV Adj Factor 0.981 0.983 0.984 0.981 0.980 Flow Entry, veh/h 321 122 185 255 13 Cap Entry, veh/h 840 933 882 823 1900 V/C Ratio 0.382 0.131 0.210 0.310 0.007 Control Delay, s/veh 8.8 5.1 6.2 7.9 0.0 LOS AAAAA 95th %tile Queue, veh 20110 HCM 2010 TWSC PM Weekday 20: Dolliver St. (SR 1) & Main Street Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 8 7 36 9 1 9 14 236 19 7 369 19 Conflicting Peds, #/hr 8 0 16 16 0 8 56 0 23 23 0 56 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 8 39 10 1 10 15 257 21 8 401 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 757 767 483 759 766 339 438 0 0 293 0 0 Stage 1 443 443 - 313 313 - - - - - - - Stage 2 314 324 - 446 453 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 324 332 584 323 333 703 1122 - - 1269 - - Stage 1 594 576 - 698 657 - - - - - - - Stage 2 697 650 - 591 570 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 294 315 549 272 316 661 1070 - - 1210 - - Mov Cap-2 Maneuver 294 315 - 272 316 - - - - - - - Stage 1 576 563 - 677 637 - - - - - - - Stage 2 642 630 - 512 557 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.7 14.8 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1070 - - 303 549 276 661 1210 - - HCM Lane V/C Ratio 0.014 - - 0.054 0.071 0.039 0.015 0.006 - - HCM Control Delay (s) 8.4 0 - 17.6 12.1 18.6 10.5 8 0 - HCM Lane LOS A A - C B C B A A - HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0.1 0 0 - - Lanes, Volumes, Timings PM Weekday 21: Cypress Street & Pomeroy Ave.Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 77 99 20 010010 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow (prot)00001707 0 0 1863 0 0 1863 0 Flt Permitted 0.981 Satd. Flow (perm)00001514 0 0 1863 0 0 1863 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 11 Link Speed (mph) 25 25 25 25 Link Distance (ft) 307 350 317 359 Travel Time (s) 8.4 9.5 8.6 9.8 Confl. Peds. (#/hr) 168 295 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Lane Group Flow (vph)00002140010010 Turn Type Perm NA NA NA Protected Phases 8 2 6 Permitted Phases 8 Total Split (s) 20.0 20.0 5.0 5.0 Total Lost Time (s) 4.0 4.0 4.0 Act Effct Green (s) 8.0 7.4 7.4 Actuated g/C Ratio 0.39 0.36 0.36 v/c Ratio 0.36 0.00 0.00 Control Delay 5.5 8.0 8.0 Queue Delay 0.0 0.0 0.0 Total Delay 5.5 8.0 8.0 LOS A A A Approach Delay 5.5 8.0 8.0 Approach LOS A A A Intersection Summary Area Type: Other Cycle Length: 55 Actuated Cycle Length: 20.5 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.36 Intersection Signal Delay: 5.5 Intersection LOS: A Intersection Capacity Utilization 21.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 21: Cypress Street & Pomeroy Ave. Lanes, Volumes, Timings PM Weekday 21: Cypress Street & Pomeroy Ave.Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Lane Group ø7 Lane Configurations Volume (vph) Ideal Flow (vphpl) Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 7 Permitted Phases Total Split (s) 30.0 Total Lost Time (s) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary HCM 2010 Signalized Intersection Summary PM Weekday 22: Dolliver St. (SR 1) & Pomeroy Ave.Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 0 0 0 38 55 19 74 260 0 0 339 68 Number 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 0.82 0.97 1.00 1.00 0.91 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1900 1863 0 0 1863 1863 Adj Flow Rate, veh/h 41 60 21 80 283 0 0 368 74 Adj No. of Lanes 110010011 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222220022 Cap, veh/h 353 247 86 262 885 0 0 1269 979 Arrive On Green 0.20 0.20 0.20 0.22 0.22 0.00 0.00 0.68 0.68 Sat Flow, veh/h 1774 1242 435 277 1299 0 0 1863 1438 Grp Volume(v), veh/h 41 0 81 363 0 0 0 368 74 Grp Sat Flow(s),veh/h/ln 1774 0 1677 1576 0 0 0 1863 1438 Q Serve(g_s), s 1.1 0.0 2.4 3.3 0.0 0.0 0.0 4.7 1.0 Cycle Q Clear(g_c), s 1.1 0.0 2.4 10.3 0.0 0.0 0.0 4.7 1.0 Prop In Lane 1.00 0.26 0.22 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 353 0 333 1147 0 0 0 1269 979 V/C Ratio(X) 0.12 0.00 0.24 0.32 0.00 0.00 0.00 0.29 0.08 Avail Cap(c_a), veh/h 606 0 573 1147 0 0 0 1269 979 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.97 0.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 19.7 0.0 20.2 11.2 0.0 0.0 0.0 3.8 3.2 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.7 0.0 0.0 0.0 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.6 0.0 1.1 5.3 0.0 0.0 0.0 2.6 0.5 LnGrp Delay(d),s/veh 19.8 0.0 20.4 11.9 0.0 0.0 0.0 4.4 3.4 LnGrp LOS B C B A A Approach Vol, veh/h 122 363 442 Approach Delay, s/veh 20.2 11.9 4.2 Approach LOS C B A Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 44.6 15.4 44.6 Change Period (Y+Rc), s 3.7 3.5 3.7 Max Green Setting (Gmax), s 32.3 20.5 32.3 Max Q Clear Time (g_c+I1), s 6.7 4.4 12.3 Green Ext Time (p_c), s 6.5 0.3 5.9 Intersection Summary HCM 2010 Ctrl Delay 9.3 HCM 2010 LOS A HCM 2010 Signalized Intersection Summary PM Weekday 25: Dolliver St. (SR 1) & Hinds Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 49 70 40 000029658323500 Number 5 2 12 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 0 1863 1863 1900 1863 0 Adj Flow Rate, veh/h 53 76 43 0 322 63 35 380 0 Adj No. of Lanes 0 2 0 011010 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 0 022220 Cap, veh/h 116 168 96 0 1434 1205 132 1308 0 Arrive On Green 0.11 0.11 0.11 0.00 0.77 0.77 0.77 0.77 0.00 Sat Flow, veh/h 1047 1518 869 0 1863 1566 86 1700 0 Grp Volume(v), veh/h 92 0 80 0 322 63 415 0 0 Grp Sat Flow(s),veh/h/ln 1810 0 1624 0 1863 1566 1786 0 0 Q Serve(g_s), s 2.8 0.0 2.8 0.0 2.9 0.6 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.8 0.0 2.8 0.0 2.9 0.6 4.0 0.0 0.0 Prop In Lane 0.58 0.54 0.00 1.00 0.08 0.00 Lane Grp Cap(c), veh/h 200 0 179 0 1434 1205 1440 0 0 V/C Ratio(X) 0.46 0.00 0.45 0.00 0.22 0.05 0.29 0.00 0.00 Avail Cap(c_a), veh/h 498 0 447 0 1434 1205 1440 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.97 0.00 0.00 Uniform Delay (d), s/veh 25.0 0.0 25.0 0.0 1.9 1.7 2.0 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 0.7 0.0 0.4 0.1 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.5 0.0 1.3 0.0 1.6 0.3 2.2 0.0 0.0 LnGrp Delay(d),s/veh 25.6 0.0 25.6 0.0 2.3 1.7 2.5 0.0 0.0 LnGrp LOS C C A A A Approach Vol, veh/h 172 385 415 Approach Delay, s/veh 25.6 2.2 2.5 Approach LOS C A A Timer 12345678 Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 10.1 49.9 49.9 Change Period (Y+Rc), s 3.5 3.7 3.7 Max Green Setting (Gmax), s 16.5 36.3 36.3 Max Q Clear Time (g_c+I1), s 4.8 6.0 4.9 Green Ext Time (p_c), s 0.5 4.6 4.7 Intersection Summary HCM 2010 Ctrl Delay 6.5 HCM 2010 LOS A HCM 2010 TWSC PM Weekday 30: Cypress Street & Stimson Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 20 19 23 46 29 2 19 3 12 54 9 Conflicting Peds, #/hr 4 0 8 8 0 4 70 0 35 35 0 70 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 22 21 25 50 32 2 21 3 13 59 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 173 134 142 154 138 100 76 0 0 32 0 0 Stage 1 98 98 - 35 35 - - - - - - - Stage 2 75 36 - 119 103 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 790 757 906 813 753 956 1523 - - 1580 - - Stage 1 908 814 - 981 866 - - - - - - - Stage 2 934 865 - 885 810 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 671 739 847 720 736 894 1434 - - 1488 - - Mov Cap-2 Maneuver 671 739 - 720 736 - - - - - - - Stage 1 901 801 - 973 859 - - - - - - - Stage 2 798 858 - 784 797 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10 10.4 0.6 1.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1434 - - 773 772 1488 - - HCM Lane V/C Ratio 0.002 - - 0.062 0.138 0.009 - - HCM Control Delay (s) 7.5 0 - 10 10.4 7.4 0 - HCM Lane LOS A A -BBAA - HCM 95th %tile Q(veh) 0 - - 0.2 0.5 0 - - HCM 2010 Signalized Intersection Summary PM Weekday 31: Dolliver St. (SR 1) & Stimson Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 15 0 24 181 48 101 28 306 0 0 354 32 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.97 0.92 0.92 0.95 0.99 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1900 1900 1863 0 0 1863 1863 Adj Flow Rate, veh/h 16 0 26 197 52 110 30 333 0 0 385 35 Adj No. of Lanes 010110010011 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222220022 Cap, veh/h 257 52 270 609 160 339 141 798 0 0 856 707 Arrive On Green 0.31 0.00 0.31 0.31 0.31 0.31 0.46 0.46 0.00 0.00 0.46 0.46 Sat Flow, veh/h 367 168 869 1273 515 1089 64 1737 0 0 1863 1539 Grp Volume(v), veh/h 42 0 0 197 0 162 363 0 0 0 385 35 Grp Sat Flow(s),veh/h/ln 1404 0 0 1273 0 1604 1801 0 0 0 1863 1539 Q Serve(g_s), s 0.0 0.0 0.0 3.5 0.0 2.7 0.0 0.0 0.0 0.0 4.9 0.4 Cycle Q Clear(g_c), s 0.7 0.0 0.0 4.2 0.0 2.7 4.6 0.0 0.0 0.0 4.9 0.4 Prop In Lane 0.38 0.62 1.00 0.68 0.08 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 579 0 0 609 0 499 939 0 0 0 856 707 V/C Ratio(X) 0.07 0.00 0.00 0.32 0.00 0.32 0.39 0.00 0.00 0.00 0.45 0.05 Avail Cap(c_a), veh/h 777 0 0 798 0 737 939 0 0 0 856 707 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 8.5 0.0 0.0 9.6 0.0 9.2 6.3 0.0 0.0 0.0 6.4 5.2 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.3 0.0 0.4 1.2 0.0 0.0 0.0 1.7 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.3 0.0 0.0 1.6 0.0 1.2 2.6 0.0 0.0 0.0 2.9 0.2 LnGrp Delay(d),s/veh 8.5 0.0 0.0 9.9 0.0 9.6 7.5 0.0 0.0 0.0 8.1 5.3 LnGrp LOS A A A A A A Approach Vol, veh/h 42 359 363 420 Approach Delay, s/veh 8.5 9.8 7.5 7.9 Approach LOS AAAA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 20.0 14.8 20.0 14.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 16.0 16.0 16.0 16.0 Max Q Clear Time (g_c+I1), s 6.6 2.7 6.9 6.2 Green Ext Time (p_c), s 3.5 1.7 3.4 1.4 Intersection Summary HCM 2010 Ctrl Delay 8.4 HCM 2010 LOS A HCM 2010 TWSC PM Weekday 32: Price St. & Stimson Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 0 0 2 127 375 1 1 929 148 Conflicting Peds, #/hr 0 0 0 0 0 0 19 0 0 0 0 19 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 30 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 2 138 408 1 1 1010 161 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1191 1857 223 1171 0 0 409 0 0 Stage 1 684 684 - - - - - - - Stage 2 507 1173 - - - - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 180 73 780 592 - - 1146 - - Stage 1 462 447 - - - - - - - Stage 2 570 264 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 135 0 768 583 - - 1128 - - Mov Cap-2 Maneuver 135 0 - - - - - - - Stage 1 353 0 - - - - - - - Stage 2 560 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 9.7 3.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT NBRWBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 583 - - - 768 1128 - - HCM Lane V/C Ratio 0.237 - - - 0.003 0.001 - - HCM Control Delay (s) 13.1 - - 0 9.7 8.2 - - HCM Lane LOS B - - A A A - - HCM 95th %tile Q(veh) 0.9 - - - 0 0 - - HCM 2010 TWSC PM Weekday 33: Cypress Street & Ocean View Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 7 6 6 16 5 0 16 7 18 60 19 Conflicting Peds, #/hr 8 0 14 14 0 8 65 0 20 20 0 65 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 8 7 7 17 5 0 17 8 20 65 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 176 168 155 171 174 100 100 0 0 39 0 0 Stage 1 129 129 - 35 35 - - - - - - - Stage 2 47 39 - 136 139 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 786 725 891 792 719 956 1493 - - 1571 - - Stage 1 875 789 - 981 866 - - - - - - - Stage 2 967 862 - 867 782 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 709 698 833 721 692 894 1412 - - 1486 - - Mov Cap-2 Maneuver 709 698 - 721 692 - - - - - - - Stage 1 865 769 - 970 856 - - - - - - - Stage 2 891 852 - 794 762 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10 10.1 0 1.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1412 - - 741 729 1486 - - HCM Lane V/C Ratio - - - 0.026 0.04 0.013 - - HCM Control Delay (s) 0 - - 10 10.1 7.5 0 - HCM Lane LOS A - -BBAA - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - HCM 2010 TWSC PM Weekday 34: Dolliver St. (SR 1) & Ocean View Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 31 4 0 0 0 8 330 61 47 498 17 Conflicting Peds, #/hr 6 0 9 9 0 6 18 0 11 11 0 18 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 34 4 0 0 0 9 359 66 51 541 18 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1071 1104 578 569 0 0 425 0 0 Stage 1 662 662 - - - - - - - Stage 2 409 442 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 244 211 516 1003 - - 1134 - - Stage 1 513 459 - - - - - - - Stage 2 671 576 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 222 0 504 988 - - 1117 - - Mov Cap-2 Maneuver 222 0 - - - - - - - Stage 1 476 0 - - - - - - - Stage 2 658 0 - - - - - - - Approach EB NB SB HCM Control Delay, s 17.6 0.2 0.7 HCM LOS C Minor Lane/Major Mvmt NBL NBT NBREBLn1 SBL SBT SBR Capacity (veh/h) 988 - - 326 1117 - - HCM Lane V/C Ratio 0.009 - - 0.127 0.046 - - HCM Control Delay (s) 8.7 0 - 17.6 8.4 0 - HCM Lane LOS A A - C A A - HCM 95th %tile Q(veh) 0 - - 0.4 0.1 - - HCM 2010 TWSC PM Weekday 35: Price St. & Ocean View Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 18 1 133 0 0 0 0 493 0 2 935 0 Conflicting Peds, #/hr 3 0 0 0 0 0 12 0 0 4 0 12 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - Stop Storage Length - - 30 - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 1 145 0 0 0 0 536 0 2 1016 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1292 1560 523 1052 1560 280 1019 0 0 536 0 0 Stage 1 1024 1024 - 536 536 - - - - - - - Stage 2 268 536 - 516 1024 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 120 111 499 181 111 717 677 - - 1028 - - Stage 1 252 311 - 496 522 - - - - - - - Stage 2 714 522 - 510 311 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 118 110 493 125 110 710 670 - - 1018 - - Mov Cap-2 Maneuver 118 110 - 125 110 - - - - - - - Stage 1 251 309 - 496 522 - - - - - - - Stage 2 707 522 - 354 309 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.6 0 0 0 HCM LOS C A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 670 - - 118 493 - 1018 - - HCM Lane V/C Ratio - - - 0.175 0.293 - 0.002 - - HCM Control Delay (s) 0 - - 41.9 15.3 0 8.5 0 - HCM Lane LOS A - - E C A A A - HCM 95th %tile Q(veh) 0 - - 0.6 1.2 - 0 - - HCM 2010 Signalized Intersection Summary PM Weekday 42: Fourth Street & Five Cities Drive Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 191 236 405 69 68 100 118 355 128 109 271 18 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 208 257 440 75 74 109 128 386 139 118 295 20 Adj No. of Lanes 111110120111 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 254 528 576 95 132 194 163 822 292 133 568 482 Arrive On Green 0.14 0.28 0.28 0.05 0.19 0.19 0.09 0.32 0.32 0.07 0.30 0.30 Sat Flow, veh/h 1774 1863 1519 1774 681 1003 1774 2556 908 1774 1863 1581 Grp Volume(v), veh/h 208 257 440 75 0 183 128 266 259 118 295 20 Grp Sat Flow(s),veh/h/ln 1774 1863 1519 1774 0 1684 1774 1770 1694 1774 1863 1581 Q Serve(g_s), s 6.8 6.9 15.3 2.5 0.0 5.9 4.2 7.2 7.4 4.0 7.9 0.5 Cycle Q Clear(g_c), s 6.8 6.9 15.3 2.5 0.0 5.9 4.2 7.2 7.4 4.0 7.9 0.5 Prop In Lane 1.00 1.00 1.00 0.60 1.00 0.54 1.00 1.00 Lane Grp Cap(c), veh/h 254 528 576 95 0 326 163 569 545 133 568 482 V/C Ratio(X) 0.82 0.49 0.76 0.79 0.00 0.56 0.79 0.47 0.48 0.89 0.52 0.04 Avail Cap(c_a), veh/h 299 528 576 103 0 326 207 569 545 133 568 482 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.0 17.9 16.5 28.1 0.0 21.9 26.7 16.3 16.3 27.5 17.2 14.7 Incr Delay (d2), s/veh 12.3 0.3 5.5 27.2 0.0 1.4 10.9 2.7 3.0 44.8 3.4 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 4.2 3.5 7.2 1.9 0.0 2.9 2.6 3.9 3.8 3.6 4.5 0.3 LnGrp Delay(d),s/veh 37.2 18.1 22.0 55.2 0.0 23.2 37.6 19.0 19.3 72.3 20.6 14.9 LnGrp LOS D B C E C D B B E C B Approach Vol, veh/h 905 258 653 433 Approach Delay, s/veh 24.4 32.5 22.7 34.4 Approach LOS CCCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.0 23.8 6.7 21.5 9.0 22.8 12.1 16.1 Change Period (Y+Rc), s 3.5 4.5 3.5 * 4.5 3.5 * 4.5 3.5 4.5 Max Green Setting (Gmax), s 4.5 19.3 3.5 * 17 7.0 * 17 10.1 10.1 Max Q Clear Time (g_c+I1), s 6.0 9.4 4.5 17.3 6.2 9.9 8.8 7.9 Green Ext Time (p_c), s 0.0 2.3 0.0 0.0 0.0 2.0 0.0 0.8 Intersection Summary HCM 2010 Ctrl Delay 26.8 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. HCM 2010 Signalized Intersection Summary PM Weekday 48: El Camino Real & US 101 SB Ramps Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 100 206 204 170 660 80 Number 7 4 8 18 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1863 1900 1863 1900 Adj Flow Rate, veh/h 109 224 222 185 798 0 Adj No. of Lanes 011021 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222220 Cap, veh/h 226 380 365 304 1383 629 Arrive On Green 0.39 0.39 0.39 0.39 0.39 0.00 Sat Flow, veh/h 240 979 941 784 3548 1615 Grp Volume(v), veh/h 333 0 0 407 798 0 Grp Sat Flow(s),veh/h/ln 1219 0 0 1724 1774 1615 Q Serve(g_s), s 2.6 0.0 0.0 6.8 6.4 0.0 Cycle Q Clear(g_c), s 9.4 0.0 0.0 6.8 6.4 0.0 Prop In Lane 0.33 0.45 1.00 1.00 Lane Grp Cap(c), veh/h 606 0 0 669 1383 629 V/C Ratio(X) 0.55 0.00 0.00 0.61 0.58 0.00 Avail Cap(c_a), veh/h 768 0 0 864 1383 629 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 9.0 0.0 0.0 8.8 8.6 0.0 Incr Delay (d2), s/veh 0.8 0.0 0.0 0.9 1.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 2.9 0.0 0.0 3.3 3.4 0.0 LnGrp Delay(d),s/veh 9.8 0.0 0.0 9.7 10.4 0.0 LnGrp LOS A A B Approach Vol, veh/h 333 407 798 Approach Delay, s/veh 9.8 9.7 10.4 Approach LOS A A B Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 17.9 18.0 17.9 Change Period (Y+Rc), s 4.0 4.0 4.0 Max Green Setting (Gmax), s 18.0 14.0 18.0 Max Q Clear Time (g_c+I1), s 11.4 8.4 8.8 Green Ext Time (p_c), s 2.6 1.7 3.2 Intersection Summary HCM 2010 Ctrl Delay 10.1 HCM 2010 LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 2010 Roundabout Summer Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 12.4 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 540 184 380 289 Demand Flow Rate, veh/h 551 187 388 295 Vehicles Circulating, veh/h 311 349 285 536 Vehicles Exiting, veh/h 513 324 577 0 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0 10 10 0 Ped Cap Adj 1.000 0.999 0.999 1.000 Approach Delay, s/veh 16.1 7.2 10.2 11.7 Approach LOS C A B B Lane Left Left Left Left Bypass Designated Moves TR LT LR LT R Assumed Moves TR LT LR LT R RT Channelized Free Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 551 187 388 288 7 Cap Entry Lane, veh/h 828 797 850 661 1938 Entry HV Adj Factor 0.980 0.983 0.979 0.979 0.980 Flow Entry, veh/h 540 184 380 282 7 Cap Entry, veh/h 811 782 831 647 1900 V/C Ratio 0.666 0.235 0.457 0.436 0.004 Control Delay, s/veh 16.1 7.2 10.2 12.0 0.0 LOS C A B B A 95th %tile Queue, veh 51220 HCM 2010 TWSC Summer Sunday Midday 20: Dolliver St. (SR 1) & Main Street Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 8.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 29 18 76 12 10 28 57 416 87 20 443 44 Conflicting Peds, #/hr 74 0 39 39 0 74 305 0 242 242 0 305 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 20 83 13 11 30 62 452 95 22 482 48 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1326 1368 884 1330 1344 878 603 0 0 621 0 0 Stage 1 623 623 - 697 697 - - - - - - - Stage 2 703 745 - 633 647 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 133 147 344 132 152 347 975 - - 960 - - Stage 1 474 478 - 431 443 - - - - - - - Stage 2 428 421 - 468 467 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 66 108 241 46 112 243 727 - - 716 - - Mov Cap-2 Maneuver 66 108 - 46 112 - - - - - - - Stage 1 390 429 - 354 364 - - - - - - - Stage 2 237 346 - 209 419 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 60.4 53.4 1.1 0.4 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 727 - - 78 241 63 243 716 - - HCM Lane V/C Ratio 0.085 - - 0.655 0.343 0.38 0.125 0.03 - - HCM Control Delay (s) 10.4 0 - 113.6 27.5 93.6 21.9 10.2 0 - HCM Lane LOS B A - F D F C B A - HCM 95th %tile Q(veh) 0.3 - - 3 1.5 1.4 0.4 0.1 - - Lanes, Volumes, Timings Summer Sunday Midday 21: Cypress Street & Pomeroy Ave.Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 99 214 13 010010 Satd. Flow (prot)00001826 0 0 1863 0 0 1863 0 Flt Permitted 0.985 Satd. Flow (perm)00001826 0 0 1863 0 0 1863 0 Satd. Flow (RTOR) 4 Lane Group Flow (vph)00003550010010 Turn Type Perm NA NA NA Protected Phases 8 2 6 Permitted Phases 8 Total Split (s) 20.0 20.0 5.0 5.0 Total Lost Time (s) 4.0 4.0 4.0 Act Effct Green (s) 8.9 2.6 2.6 Actuated g/C Ratio 0.45 0.13 0.13 v/c Ratio 0.43 0.00 0.00 Control Delay 4.8 9.0 9.0 Queue Delay 0.0 0.0 0.0 Total Delay 4.8 9.0 9.0 LOS A A A Approach Delay 4.8 9.0 9.0 Approach LOS A A A Intersection Summary Cycle Length: 55 Actuated Cycle Length: 19.6 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.43 Intersection Signal Delay: 4.8 Intersection LOS: A Intersection Capacity Utilization 27.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 21: Cypress Street & Pomeroy Ave. Lanes, Volumes, Timings Summer Sunday Midday 21: Cypress Street & Pomeroy Ave.Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Lane Group ø7 Lane Configurations Volume (vph) Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Lane Group Flow (vph) Turn Type Protected Phases 7 Permitted Phases Total Split (s) 30.0 Total Lost Time (s) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings Summer Sunday Midday 22: Dolliver St. (SR 1) & Pomeroy Ave.Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 106 154 43 23 509 0 0 373 147 Satd. Flow (prot) 0 0 0 1770 *800 0 0 1859 0 0 *800 1583 Flt Permitted 0.950 0.977 Satd. Flow (perm) 0 0 0 1327 1567 0 0 1801 0 0 1863 758 Satd. Flow (RTOR) 24 9 Lane Group Flow (vph) 0 0 0 115 214 0 0 578 0 0 405 160 Turn Type Perm NA Perm NA NA Perm Protected Phases 6 8 4 Permitted Phases 6 8 4 Total Split (s) 22.0 22.0 38.0 38.0 38.0 38.0 Total Lost Time (s) 3.5 3.5 3.7 3.7 3.7 Act Effct Green (s) 20.1 20.1 32.7 32.7 32.7 Actuated g/C Ratio 0.34 0.34 0.54 0.54 0.54 v/c Ratio 0.26 0.75 0.59 0.93 0.38 Control Delay 17.7 38.0 8.1 44.7 10.0 Queue Delay 0.1 0.0 2.9 0.0 0.0 Total Delay 17.7 38.0 11.0 44.7 10.0 LOS B D B D A Approach Delay 30.9 11.0 34.9 Approach LOS C B C Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2: and 6:WBTL, Start of Green, Master Intersection Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 24.6 Intersection LOS: C Intersection Capacity Utilization 70.5% ICU Level of Service C Analysis Period (min) 15 * User Entered Value Splits and Phases: 22: Dolliver St. (SR 1) & Pomeroy Ave. Lanes, Volumes, Timings Summer Sunday Midday 25: Dolliver St. (SR 1) & Hinds Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 95 133 44 000044082474200 Satd. Flow (prot) 0 3338 00000*800 1583 0 1853 0 Flt Permitted 0.983 0.930 Satd. Flow (perm) 0 3215 000001863 1460 0 1727 0 Satd. Flow (RTOR) 36 89 Lane Group Flow (vph) 0 296 000004788905080 Turn Type Perm NA NA Perm Perm NA Protected Phases 2 8 4 Permitted Phases 2 8 4 Total Split (s) 19.0 19.0 41.0 41.0 41.0 41.0 Total Lost Time (s) 3.5 3.7 3.7 3.7 Act Effct Green (s) 11.8 41.0 41.0 41.0 Actuated g/C Ratio 0.20 0.68 0.68 0.68 v/c Ratio 0.45 0.88 0.09 0.43 Control Delay 19.9 31.5 1.4 9.6 Queue Delay 0.0 1.4 0.0 0.7 Total Delay 19.9 33.0 1.4 10.3 LOS B C A B Approach Delay 19.9 28.0 10.3 Approach LOS B C B Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 19.7 Intersection LOS: B Intersection Capacity Utilization 69.4% ICU Level of Service C Analysis Period (min) 15 * User Entered Value Splits and Phases: 25: Dolliver St. (SR 1) & Hinds Avenue HCM 2010 TWSC Summer Sunday Midday 30: Cypress Street & Stimson Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 27 20 29 50 59 70 6 38 15 25 68 28 Conflicting Peds, #/hr 130 0 39 39 0 130 227 0 141 141 0 227 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 29 22 32 54 64 76 7 41 16 27 74 30 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 536 474 446 493 482 406 234 0 0 188 0 0 Stage 1 273 273 - 193 193 - - - - - - - Stage 2 263 201 - 300 289 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 455 489 612 486 484 645 1333 - - 1386 - - Stage 1 733 684 - 809 741 - - - - - - - Stage 2 742 735 - 709 673 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 233 376 442 304 372 466 1081 - - 1124 - - Mov Cap-2 Maneuver 233 376 - 304 372 - - - - - - - Stage 1 649 594 - 716 656 - - - - - - - Stage 2 451 651 - 501 584 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19.9 24.2 0.8 1.7 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1081 - - 324 378 1124 - - HCM Lane V/C Ratio 0.006 - - 0.255 0.515 0.024 - - HCM Control Delay (s) 8.3 0 - 19.9 24.2 8.3 0 - HCM Lane LOS A A - C C A A - HCM 95th %tile Q(veh) 0 - - 1 2.8 0.1 - - HCM 2010 Signalized Intersection Summary Summer Sunday Midday 31: Dolliver St. (SR 1) & Stimson Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 19 0 47 155 52 33 33 479 0 0 359 90 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 0.97 0.97 0.98 0.97 1.00 1.00 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1900 1900 1863 0 0 1863 1863 Adj Flow Rate, veh/h 21 0 51 168 57 36 36 521 0 0 390 98 Adj No. of Lanes 010110010011 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222220022 Cap, veh/h 201 51 249 548 244 154 150 899 0 0 956 759 Arrive On Green 0.23 0.00 0.23 0.23 0.23 0.23 0.51 0.51 0.00 0.00 0.51 0.51 Sat Flow, veh/h 225 220 1081 1310 1060 669 52 1752 0 0 1863 1478 Grp Volume(v), veh/h 72 0 0 168 0 93 557 0 0 0 390 98 Grp Sat Flow(s),veh/h/ln 1526 0 0 1310 0 1729 1804 0 0 0 1863 1478 Q Serve(g_s), s 0.0 0.0 0.0 2.0 0.0 1.4 0.0 0.0 0.0 0.0 4.0 1.1 Cycle Q Clear(g_c), s 1.1 0.0 0.0 3.1 0.0 1.4 6.5 0.0 0.0 0.0 4.0 1.1 Prop In Lane 0.29 0.71 1.00 0.39 0.06 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 501 0 0 548 0 398 1049 0 0 0 956 759 V/C Ratio(X) 0.14 0.00 0.00 0.31 0.00 0.23 0.53 0.00 0.00 0.00 0.41 0.13 Avail Cap(c_a), veh/h 910 0 0 918 0 887 1049 0 0 0 956 759 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 9.7 0.0 0.0 10.4 0.0 9.8 5.3 0.0 0.0 0.0 4.7 4.0 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.3 0.0 0.3 1.9 0.0 0.0 0.0 1.3 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.5 0.0 0.0 1.3 0.0 0.7 3.8 0.0 0.0 0.0 2.3 0.5 LnGrp Delay(d),s/veh 9.8 0.0 0.0 10.7 0.0 10.1 7.2 0.0 0.0 0.0 6.0 4.3 LnGrp LOS A B B A A A Approach Vol, veh/h 72 261 557 488 Approach Delay, s/veh 9.8 10.4 7.2 5.6 Approach LOS ABAA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 20.0 11.2 20.0 11.2 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 16.0 16.0 16.0 16.0 Max Q Clear Time (g_c+I1), s 8.5 3.1 6.0 5.1 Green Ext Time (p_c), s 3.9 1.3 4.8 1.2 Intersection Summary HCM 2010 Ctrl Delay 7.4 HCM 2010 LOS A HCM 2010 TWSC Summer Sunday Midday 32: Price St. & Stimson Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 1 0 0 137 610 1 0 592 121 Conflicting Peds, #/hr 0 0 2 2 0 0 7 0 7 7 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 30 0 - - 0 - - Veh in Median Storage, # - 0 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 1 0 0 149 663 1 0 643 132 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1285 1738 341 775 0 0 666 0 0 Stage 1 963 963 - - - - - - - Stage 2 322 775 - - - - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 156 86 655 837 - - 919 - - Stage 1 331 332 - - - - - - - Stage 2 707 406 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 127 0 650 832 - - 914 - - Mov Cap-2 Maneuver 214 0 - - - - - - - Stage 1 271 0 - - - - - - - Stage 2 703 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 21.9 1.9 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT NBRWBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 832 - - 214 - 914 - - HCM Lane V/C Ratio 0.179 - - 0.005 ---- HCM Control Delay (s) 10.3 - - 21.9 0 0 - - HCM Lane LOS B - - C A A - - HCM 95th %tile Q(veh) 0.6 - - 0 - 0 - - HCM 2010 TWSC Summer Sunday Midday 33: Cypress Street & Ocean View Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 26 26 8 17 10 6 32 18 32 85 28 Conflicting Peds, #/hr 85 0 71 71 0 85 80 0 51 51 0 80 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 28 28 9 18 11 7 35 20 35 92 30 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 419 414 273 433 420 210 208 0 0 139 0 0 Stage 1 262 262 - 143 143 - - - - - - - Stage 2 157 152 - 290 277 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 544 529 766 533 525 830 1363 - - 1445 - - Stage 1 743 691 - 860 779 - - - - - - - Stage 2 845 772 - 718 681 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 438 441 664 410 438 720 1272 - - 1349 - - Mov Cap-2 Maneuver 438 441 - 410 438 - - - - - - - Stage 1 686 624 - 794 719 - - - - - - - Stage 2 752 713 - 595 615 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.3 13.1 0.8 1.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1272 - - 506 485 1349 - - HCM Lane V/C Ratio 0.005 - - 0.144 0.078 0.026 - - HCM Control Delay (s) 7.8 0 - 13.3 13.1 7.7 0 - HCM Lane LOS A A -BBAA - HCM 95th %tile Q(veh) 0 - - 0.5 0.3 0.1 - - HCM 2010 TWSC Summer Sunday Midday 34: Dolliver St. (SR 1) & Ocean View Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 7 31 16 0 0 0 11 496 198 57 460 32 Conflicting Peds, #/hr 4 0 16 16 0 4 55 0 21 21 0 55 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 34 17 0 0 0 12 539 215 62 500 35 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1328 1435 588 551 0 0 754 0 0 Stage 1 657 657 - - - - - - - Stage 2 671 778 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 171 134 509 1019 - - 856 - - Stage 1 516 462 - - - - - - - Stage 2 508 407 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 145 0 479 972 - - 817 - - Mov Cap-2 Maneuver 145 0 - - - - - - - Stage 1 454 0 - - - - - - - Stage 2 490 0 - - - - - - - Approach EB NB SB HCM Control Delay, s 21.1 0.1 1 HCM LOS C Minor Lane/Major Mvmt NBL NBT NBREBLn1 SBL SBT SBR Capacity (veh/h) 972 - - 282 817 - - HCM Lane V/C Ratio 0.012 - - 0.208 0.076 - - HCM Control Delay (s) 8.8 0 - 21.1 9.8 0 - HCM Lane LOS A A - C A A - HCM 95th %tile Q(veh) 0 - - 0.8 0.2 - - HCM 2010 TWSC Summer Sunday Midday 35: Price St. & Ocean View Avenue Existing Conditions - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 8.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 142 1 193 2 0 2 0 601 6 5 594 0 Conflicting Peds, #/hr 4 0 3 3 0 4 6 0 1 1 0 6 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - Stop Storage Length - - 30 - - - - - - 25 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 154 1 210 2 0 2 0 653 7 5 646 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 992 1325 333 999 1322 340 650 0 0 664 0 0 Stage 1 661 661 - 661 661 - - - - - - - Stage 2 331 664 - 338 661 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 200 155 663 198 155 656 932 - - 921 - - Stage 1 418 458 - 418 458 - - - - - - - Stage 2 656 456 - 650 458 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 197 153 657 132 153 651 927 - - 916 - - Mov Cap-2 Maneuver 197 153 - 132 153 - - - - - - - Stage 1 417 454 - 417 456 - - - - - - - Stage 2 651 454 - 437 454 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 37 21.8 0 0.1 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 927 - - 197 657 219 916 - - HCM Lane V/C Ratio - - - 0.789 0.319 0.02 0.006 - - HCM Control Delay (s) 0 - - 69.3 13 21.8 9 - - HCM Lane LOS A - - F B C A - - HCM 95th %tile Q(veh) 0 - - 5.5 1.4 0.1 0 - - HCM 2010 Roundabout Memorial Day Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Intersection Delay, s/veh 16.3 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 559 317 374 354 Demand Flow Rate, veh/h 570 324 382 361 Vehicles Circulating, veh/h 391 333 406 657 Vehicles Exiting, veh/h 627 455 555 0 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0 7 4 19 Ped Cap Adj 1.000 0.999 0.999 0.997 Approach Delay, s/veh 21.2 9.5 12.4 19.0 Approach LOS C A B C Lane Left Left Left Left Designated Moves TR LT LR LTR Assumed Moves TR LT LR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 570 324 382 361 Cap Entry Lane, veh/h 764 810 753 586 Entry HV Adj Factor 0.981 0.980 0.979 0.981 Flow Entry, veh/h 559 317 374 354 Cap Entry, veh/h 750 793 737 573 V/C Ratio 0.746 0.400 0.508 0.618 Control Delay, s/veh 21.2 9.5 12.4 19.0 LOS C A B C 95th %tile Queue, veh 7234 HCM 2010 TWSC Memorial Day Sunday Midday 20: Dolliver St. (SR 1) & Main Street Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 18.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 24 19 66 21 18 46 49 357 137 27 355 25 Conflicting Peds, #/hr 146 0 142 142 0 146 380 0 278 278 0 380 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 21 72 23 20 50 53 388 149 29 386 27 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1329 1393 925 1329 1333 989 559 0 0 683 0 0 Stage 1 604 604 - 715 715 - - - - - - - Stage 2 725 789 - 614 618 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 132 142 326 132 154 299 1012 - - 910 - - Stage 1 485 488 - 422 434 - - - - - - - Stage 2 416 402 - 479 481 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 42 91 196 36 99 179 692 - - 622 - - Mov Cap-2 Maneuver 42 91 - 36 99 - - - - - - - Stage 1 378 402 - 329 339 - - - - - - - Stage 2 171 314 - 185 397 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 98.6 111.5 1 0.7 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 692 - - 55 196 51 179 622 - - HCM Lane V/C Ratio 0.077 - - 0.85 0.366 0.831 0.279 0.047 - - HCM Control Delay (s) 10.6 0 - 198.4 33.6 204.5 32.7 11.1 0 - HCM Lane LOS B A - F D F D B A - HCM 95th %tile Q(veh) 0.2 - - 3.7 1.6 3.5 1.1 0.1 - - Lanes, Volumes, Timings Memorial Day Sunday Midday 21: Cypress Street & Pomeroy Ave.Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 89 204 10 010010 Satd. Flow (prot)00001645 0 0 1676 0 0 1676 0 Flt Permitted 0.986 Satd. Flow (perm)00001645 0 0 1676 0 0 1676 0 Satd. Flow (RTOR) 3 Adj. Flow (vph) 0 0 0 97 222 11 010010 Lane Group Flow (vph)00003300010010 Turn Type Perm NA NA NA Protected Phases 8 2 6 Permitted Phases 8 Total Split (s) 20.0 20.0 5.0 5.0 Total Lost Time (s) 4.0 4.0 4.0 Act Effct Green (s) 9.5 3.0 3.0 Actuated g/C Ratio 0.46 0.15 0.15 v/c Ratio 0.44 0.00 0.00 Control Delay 5.1 9.0 9.0 Queue Delay 0.0 0.0 0.0 Total Delay 5.1 9.0 9.0 LOS A A A Approach Delay 5.1 9.0 9.0 Approach LOS A A A Intersection Summary Cycle Length: 55 Actuated Cycle Length: 20.6 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.44 Intersection Signal Delay: 5.1 Intersection LOS: A Intersection Capacity Utilization 28.1% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 21: Cypress Street & Pomeroy Ave. Lanes, Volumes, Timings Memorial Day Sunday Midday 21: Cypress Street & Pomeroy Ave.Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 2 Lane Group ø7 Lane Configurations Volume (vph) Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Adj. Flow (vph) Lane Group Flow (vph) Turn Type Protected Phases 7 Permitted Phases Total Split (s) 30.0 Total Lost Time (s) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings Memorial Day Sunday Midday 22: Dolliver St. (SR 1) & Pomeroy Ave.Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 136 117 69 12 486 0 0 276 176 Satd. Flow (prot) 0 0 0 1770 *400 0 0 1861 0 0 *600 1583 Flt Permitted 0.950 0.992 Satd. Flow (perm) 0 0 0 746 1566 0 0 1838 0 0 1863 1008 Satd. Flow (RTOR) 58 164 Adj. Flow (vph) 0 0 0 148 127 75 13 528 0 0 300 191 Lane Group Flow (vph) 0 0 0 148 202 0 0 541 0 0 300 191 Turn Type Perm NA Perm NA NA Perm Protected Phases 6 8 4 Permitted Phases 6 8 4 Total Split (s) 27.0 27.0 33.0 33.0 33.0 33.0 Total Lost Time (s) 3.5 3.5 3.7 3.7 3.7 Act Effct Green (s) 23.5 23.5 29.3 29.3 29.3 Actuated g/C Ratio 0.39 0.39 0.49 0.49 0.49 v/c Ratio 0.51 1.06 0.60 1.02 0.33 Control Delay 21.4 102.2 9.0 80.6 4.2 Queue Delay 0.0 0.0 1.5 0.0 0.0 Total Delay 21.4 102.2 10.5 80.6 4.2 LOS C F B F A Approach Delay 68.0 10.5 50.9 Approach LOS E B D Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 4:SBT and 8:NBTL, Start of Green, Master Intersection Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.06 Intersection Signal Delay: 39.4 Intersection LOS: D Intersection Capacity Utilization 69.4% ICU Level of Service C Analysis Period (min) 15 * User Entered Value Splits and Phases: 22: Dolliver St. (SR 1) & Pomeroy Ave. Lanes, Volumes, Timings Memorial Day Sunday Midday 25: Dolliver St. (SR 1) & Hinds Avenue Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 136 132 50 000034890453590 Satd. Flow (prot) 0 3269 00000*600 1583 0 1852 0 Flt Permitted 0.979 0.935 Satd. Flow (perm) 0 3047 000001863 1343 0 1727 0 Satd. Flow (RTOR) 36 98 Adj. Flow (vph) 148 143 54 000037898493900 Lane Group Flow (vph) 0 345 000003789804390 Turn Type Perm NA NA Perm Perm NA Protected Phases 2 8 4 Permitted Phases 2 8 4 Total Split (s) 21.0 21.0 39.0 39.0 39.0 39.0 Total Lost Time (s) 3.5 3.7 3.7 3.7 Act Effct Green (s) 13.4 39.4 39.4 39.4 Actuated g/C Ratio 0.22 0.66 0.66 0.66 v/c Ratio 0.49 0.96 0.11 0.39 Control Delay 20.1 52.9 1.5 9.3 Queue Delay 0.0 5.4 0.0 0.6 Total Delay 20.1 58.3 1.5 9.9 LOS C E A A Approach Delay 20.1 46.6 9.9 Approach LOS C D A Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 33 (55%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 26.6 Intersection LOS: C Intersection Capacity Utilization 62.1% ICU Level of Service B Analysis Period (min) 15 * User Entered Value Splits and Phases: 25: Dolliver St. (SR 1) & Hinds Avenue HCM 2010 TWSC Memorial Day Sunday Midday 30: Cypress Street & Stimson Avenue Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 18.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 32 17 39 72 72 75 2 64 17 21 72 32 Conflicting Peds, #/hr 132 0 53 53 0 132 222 0 158 158 0 222 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 35 18 42 78 78 82 2 70 18 23 78 35 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 568 497 450 519 506 433 245 0 0 220 0 0 Stage 1 273 273 - 215 215 - - - - - - - Stage 2 295 224 - 304 291 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 434 475 609 467 469 623 1321 - - 1349 - - Stage 1 733 684 - 787 725 - - - - - - - Stage 2 713 718 - 705 672 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 211 367 442 289 363 452 1077 - - 1099 - - Mov Cap-2 Maneuver 211 367 - 289 363 - - - - - - - Stage 1 651 595 - 699 644 - - - - - - - Stage 2 418 638 - 492 585 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 21.9 33.1 0.2 1.4 HCM LOS C D Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1077 - - 307 357 1099 - - HCM Lane V/C Ratio 0.002 - - 0.312 0.667 0.021 - - HCM Control Delay (s) 8.3 0 - 21.9 33.1 8.3 0 - HCM Lane LOS A A - C D A A - HCM 95th %tile Q(veh) 0 - - 1.3 4.6 0.1 - - HCM 2010 Signalized Intersection Summary Memorial Day Sunday Midday 31: Dolliver St. (SR 1) & Stimson Avenue Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 0 44 198 74 61 25 379 0 0 296 119 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.96 0.91 0.92 0.95 0.95 1.00 1.00 0.89 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1900 1900 1863 0 0 1863 1863 Adj Flow Rate, veh/h 11 0 48 215 80 66 27 412 0 0 322 129 Adj No. of Lanes 010110010011 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222220022 Cap, veh/h 160 48 383 617 299 247 129 793 0 0 838 631 Arrive On Green 0.33 0.00 0.33 0.33 0.33 0.33 0.45 0.45 0.00 0.00 0.45 0.45 Sat Flow, veh/h 123 147 1177 1242 919 758 47 1764 0 0 1863 1404 Grp Volume(v), veh/h 59 0 0 215 0 146 439 0 0 0 322 129 Grp Sat Flow(s),veh/h/ln 1447 0 0 1242 0 1678 1811 0 0 0 1863 1404 Q Serve(g_s), s 0.0 0.0 0.0 3.7 0.0 2.3 0.0 0.0 0.0 0.0 4.1 2.0 Cycle Q Clear(g_c), s 1.0 0.0 0.0 4.7 0.0 2.3 6.0 0.0 0.0 0.0 4.1 2.0 Prop In Lane 0.19 0.81 1.00 0.45 0.06 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 591 0 0 617 0 546 922 0 0 0 838 631 V/C Ratio(X) 0.10 0.00 0.00 0.35 0.00 0.27 0.48 0.00 0.00 0.00 0.38 0.20 Avail Cap(c_a), veh/h 763 0 0 772 0 754 922 0 0 0 838 631 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 8.4 0.0 0.0 9.6 0.0 8.9 7.0 0.0 0.0 0.0 6.5 5.9 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.3 0.0 0.3 1.8 0.0 0.0 0.0 1.3 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.4 0.0 0.0 1.7 0.0 1.1 3.5 0.0 0.0 0.0 2.4 0.9 LnGrp Delay(d),s/veh 8.5 0.0 0.0 9.9 0.0 9.1 8.8 0.0 0.0 0.0 7.8 6.7 LnGrp LOS A A A A A A Approach Vol, veh/h 59 361 439 451 Approach Delay, s/veh 8.5 9.6 8.8 7.5 Approach LOS AAAA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 20.0 15.6 20.0 15.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 16.0 16.0 16.0 16.0 Max Q Clear Time (g_c+I1), s 8.0 3.0 6.1 6.7 Green Ext Time (p_c), s 3.4 1.7 4.0 1.5 Intersection Summary HCM 2010 Ctrl Delay 8.6 HCM 2010 LOS A HCM 2010 TWSC Memorial Day Sunday Midday 32: Price St. & Stimson Avenue Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 0 1 3 163 592 7 2 653 201 Conflicting Peds, #/hr 0 0 9 9 0 0 12 0 9 9 0 12 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 30 0 - - 0 - - Veh in Median Storage, # - 0 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 1 3 177 643 8 2 710 218 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1370 1944 347 928 0 0 660 0 0 Stage 1 1011 1011 - - - - - - - Stage 2 359 933 - - - - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 137 64 649 733 - - 924 - - Stage 1 312 315 - - - - - - - Stage 2 677 343 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 102 0 638 726 - - 915 - - Mov Cap-2 Maneuver 183 0 - - - - - - - Stage 1 234 0 - - - - - - - Stage 2 669 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 2.5 0 HCM LOS - Minor Lane/Major Mvmt NBL NBT NBRWBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 726 - - - 638 915 - - HCM Lane V/C Ratio 0.244 - - - 0.005 0.002 - - HCM Control Delay (s) 11.6 - - - 10.7 8.9 - - HCM Lane LOS B - - - B A - - HCM 95th %tile Q(veh) 1 - - - 0 0 - - HCM 2010 TWSC Memorial Day Sunday Midday 33: Cypress Street & Ocean View Avenue Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 21 42 17 37 28 14 42 37 34 107 48 Conflicting Peds, #/hr 46 0 37 37 0 46 211 0 107 107 0 211 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 22 23 46 18 40 30 15 46 40 37 116 52 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 440 424 399 439 430 323 214 0 0 132 0 0 Stage 1 262 262 - 142 142 - - - - - - - Stage 2 178 162 - 297 288 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 527 522 651 528 518 718 1356 - - 1453 - - Stage 1 743 691 - 861 779 - - - - - - - Stage 2 824 764 - 712 674 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 355 460 516 354 456 569 1118 - - 1198 - - Mov Cap-2 Maneuver 355 460 - 354 456 - - - - - - - Stage 1 705 642 - 816 739 - - - - - - - Stage 2 599 724 - 498 626 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.9 14.7 1.2 1.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1118 - - 453 460 1198 - - HCM Lane V/C Ratio 0.014 - - 0.199 0.194 0.031 - - HCM Control Delay (s) 8.3 0 - 14.9 14.7 8.1 0 - HCM Lane LOS A A -BBAA - HCM 95th %tile Q(veh) 0 - - 0.7 0.7 0.1 - - HCM 2010 TWSC Memorial Day Sunday Midday 34: Dolliver St. (SR 1) & Ocean View Avenue Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 11 47 35 0 0 0 28 391 187 49 432 56 Conflicting Peds, #/hr 21 0 13 13 0 21 82 0 81 81 0 82 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 51 38 0 0 0 30 425 203 53 470 61 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1216 1317 603 551 0 0 628 0 0 Stage 1 628 628 - - - - - - - Stage 2 588 689 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 200 157 499 1019 - - 954 - - Stage 1 532 476 - - - - - - - Stage 2 555 446 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 168 0 457 949 - - 889 - - Mov Cap-2 Maneuver 168 0 - - - - - - - Stage 1 478 0 - - - - - - - Stage 2 518 0 - - - - - - - Approach EB NB SB HCM Control Delay, s 21.1 0.4 0.8 HCM LOS C Minor Lane/Major Mvmt NBL NBT NBREBLn1 SBL SBT SBR Capacity (veh/h) 949 - - 324 889 - - HCM Lane V/C Ratio 0.032 - - 0.312 0.06 - - HCM Control Delay (s) 8.9 0 - 21.1 9.3 0 - HCM Lane LOS A A - C A A - HCM 95th %tile Q(veh) 0.1 - - 1.3 0.2 - - HCM 2010 TWSC Memorial Day Sunday Midday 35: Price St. & Ocean View Avenue Existing Conditions - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 116 1 157 1 0 1 0 630 9 9 657 0 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 2 2 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 30 - - - - - - 25 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 126 1 171 1 0 1 0 685 10 10 714 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1078 1431 360 1069 1426 350 715 0 0 696 0 0 Stage 1 735 735 - 691 691 - - - - - - - Stage 2 343 696 - 378 735 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 173 133 637 176 134 646 881 - - 896 - - Stage 1 377 424 - 401 444 - - - - - - - Stage 2 646 441 - 616 424 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 171 131 635 126 132 644 880 - - 895 - - Mov Cap-2 Maneuver 171 131 - 126 132 - - - - - - - Stage 1 377 419 - 401 444 - - - - - - - Stage 2 644 441 - 444 419 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 37.3 22.2 0 0.1 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 880 - - 171 635 211 895 - - HCM Lane V/C Ratio - - - 0.744 0.269 0.01 0.011 - - HCM Control Delay (s) 0 - - 70.2 12.7 22.2 9.1 - - HCM Lane LOS A - - F B C A - - HCM 95th %tile Q(veh) 0 - - 4.7 1.1 0 0 - - Appendix C    Summary of  Stakeholder  Interviews                                This page was intentionally left blank    STAKEHOLDER OUTREACH SUMMARY City of Pismo Beach Citywide Transportation Model and Circulation Study Pismo Beach, California   1   Introduction Team members met with stakeholders and focus groups early in the process which allowed them to express any concerns, issues and ideas in a private setting before the community workshops. The project team worked with the City to develop a list of stakeholders and focus groups to interview. The following is a list of the stakeholders and focus groups interviewed: • Police and Fire Department staff • Parking Advisory Committee • City staff • City Parking Supervisor • Pismo Beach City Council • SLOCOG • Caltrans • Pismo Beach residents • Pismo Beach Chamber of Commerce • City of Arroyo Grande • City of Grover Beach • County of San Luis Obispo staff Common Themes During the stakeholder interviews, the following themes emerged as issues, ideas and concerns for the traffic and circulation throughout Pismo Beach. • Pismo Beach is a major tourist attraction during the peak months of June, July and August with shoulder seasons on either end that attract over 2.8 million tourists. These peak months impact the parking capacity and circulation that otherwise would not be used to their full capacity. • Adding a parking structure(s) to the downtown core was suggested by multiple stakeholders with the caution that the cost of construction would not be fiscally prudent due to the seasonal parking demands. Several unique and creative financing methods were suggested to alleviate the fiscal impact to the City. Justification needs to be made for public spending to provide a parking structure that will be used to capacity 3 months out of the year. • One-way roads occupy several streets in downtown Pismo Beach, in particular Hinds Avenue and Pomeroy Avenue which creates a loop affect from Price Street down to the pier parking lot. This one-way couplet has provided relief to the Price/Hinds intersection, drastically reducing the accident rate. Other one-way couplets were suggested to be considered for the pier areas to alleviate the parking and congestion problems. • Price Street acts as a primary thoroughfare for satellite commuters accessing HWY 101 from San Luis Obispo and the surrounding “Five Cities” area. A previous effort extended Price Street south connecting to Five Cities Drive. Adding this extension and improving other connections to frontage roads, would improve local trips and decrease the use of HWY 101 for access to different parts of Pismo Beach. • Strategically placed satellite parking lots are being considered to serve RTA bus routes up and down HWY 101 improving access to key points including the new Pismo Preserve and Shell Beach Road.                             This page was intentionally left blank    Appendix D    Summary of  Public Workshops    D1.  September 2014  D2.  January 2015                                This page was intentionally left blank    Community Workshop #1 Summary  City of Pismo Beach – Citywide Circulation and Parking Study  Workshop Held at City of Pismo Beach (Council Chambers)  760 Mattie Road, Pismo Beach    September 17, 2014     Workshop Participants:   Cody McLaughlin – cmarchitect@live.com – 103 Park Place, Pismo Beach  Rick Tuelon – rick@pacificleisure.com – 468 Bello, Pismo Beach  Jon Biggs – jbiggs@pismobeach.org – City of Pismo Beach  Mark Coppes – mcoppes@pismobeach.org ‐ City of Pismo Beach  Mel Stahlman – mstahl805@hotmail.com ‐ City of Pismo Beach  Don Dey – dday@fix.net – 101 Park Place, Pismo Beach  James Worthley – jworthley@slocog.org  ‐ SLOCOG  Ben Fine – bfine@pismobeach.org ‐ City of Pismo Beach  Keith Higgins – keith.higgins@hatchmott.com ‐ Hatch Mott MacDonald  Jason McCoy – jason.mccoy@hatchmott.com ‐ Hatch Mott MacDonald  Debbie Rudd – dlrudd@rrmdesign.com – RRM Design Group  Paul Kronser – pjkronser@rrmdesign.com – RRM Design Group    Presentation – Powerpoint Presentation Summary:  Competing interests and perspectives require this plan to prepare various alternatives including  conversion of streets to bicycle and pedestrian use, conversion of streets to one‐way, etc. We will  provide alternatives with proposed circulation modifications with impact analyses.     Ideas provided in the workshops and recommended in local plans will be introduced in the project  study. Where ideas are not looked at in the study, we will provide an explanation as to why it was not  included in the alternative.     Input provided on the maps will be given to the traffic engineers to work out whether or not it is  feasible.     Points of Group Discussion following Powerpoint Presentation:  1. Importance of achieving an elevated pedestrian boardwalk by extending the promenade from Pismo  Pier northwest of Main Street toward Shell Beach area and hotels on Price Street. The promenade  extension would provide a safe, attractive alternative to driving; alleviating parking in the downtown  area and enhancing local connectivity.    2. Importance of providing attractive, clean streets with wide sidewalks, visible bicycle facilities, working  streetlights, and readable directional signs.   3. The goal in the downtown is not to achieve a free‐flowing Level of Service, rather to ensure efficient  use of existing and proposed parking facilities, maintain high‐level of pedestrian usability, increase  bicycle use and public safety (Operational improvements). However there must be criteria used to  determine investment in capital projects.   4. Pier Counter can be used for potential data. Those counts indicate that 2.4 million people visit  downtown Pismo annually. Dunes get a little over 1 million visitors.  $600,000 in sales tax is achieved  annually in Pismo Beach.  The average length of stay is 2 hours in pay parking facilities in Pismo Beach.  Approximately 200,000 cars pay to park annually, while the remaining visitors park at the campgrounds,  hotels and RV parks. Parking demand is relatively flat year over year, from 35% annual occupancy in paid  parking to 39% over a 6 year period. Hotel occupancy rate is pushing into the 70% now, while the  downtown parking percentage is languishing between 35% and 40%. There is more demand for hotel  and RV area parking than downtown parking.   5. Hotels, RV Parks and Vacation Rentals are TOT generators. 75%‐80% (roughly) are hotels, followed by  vacation rentals and RV parks. RV Parks occupancy during the summer never drops below 85%. Holidays  and peak summer times they are at 100% occupancy. Hotel average occupancy is 2.1 persons  (estimated) however RV parks are much greater. Many people are funneled in from these areas. A  majority of these visitors walk and bicycle into downtown. Additionally, the number of surreys and  bicycles are increasing.   6. Forecast the increase of economic activity and tourist activity in the downtown. Ventura, Santa  Barbara and Monterey, Pismo  ‐ it’s very difficult to determine growth. Pismo’s increase in TOT is  primarily rate driven. Increased hotel rates are equating to increased TOT.   7. Pismo is a “drive” market, therefore the market area for Pismo Beach is a 5 hour radius and includes  primarily the California Central Valley up to San Francisco and South to Los Angeles area. Therefore, as  populations in the Central Valley increase and the economy improves, it can be assumed that visitors to  Pismo Beach may also increase.   8. Bus Tour Groups are not generally drawn to Pismo Beach because very few properties can  accommodate bus tour groups and area hotels typically command higher rates in the downtown area.   9. The number of permits in City of Pismo have dramatically increased over this year. Retail numbers  also appear to also be increasing locally. Block reports of sales tax in Pismo Beach can be used to project  retail growth in Pismo Beach.     Workshop Exercise :   In groups of two tables, individuals discussed and identified problem areas and intersections, ideas and  solutions. Maps were marked by individuals in each group and issues were discussed and recorded.     Issues identified and recommendations:   1. Trail Parking at Cave Landing and Shell Beach Road creating a potential traffic hazard, as well as  parking availability on El Portal Drive and Indio Drive for trail users.   2. US 101 merge from three lanes to two northwest of the Spyglass Drive exit results in traffic  backup on the 101.   3. Increasing congestion at Spyglass Drive and Shell Beach Road during peak hours.   4. Sidewalks are missing on Mattie Road from 2400 Mattie Road to just south of the Spyglass  Pointe neighborhood at Bayview Lane.  5. Sidewalk and bicycle connections are missing between Mattie Road and Shell Beach Road on  Spyglass Drive.    6. There is currently striping for a bike lane on the southwest side of Mattie Road, however the  north side is not currently striped.    7. Lack of sidewalk and bicycle connectivity from 1050 Mattie Road south to Price Street.   8. The Bicycle lane on Price Street in the vicinity of Mattie Road dead ends.     9. Left turn movement onto Wadsworth is from Price Street is problematic.   10. Turning movement conflicts at the intersection of Price Street, Dolliver Street/Pacific Coast  Highway and US 101 Offramp creates traffic and stacking on US 101.   11. Lack of crosswalks across Dolliver Street/Pacific Coast Highway creates pedestrian/vehicle  conflicts and is a safety hazard during peak hours and peak season.    12. Lack of surface street connections at north and south Pismo. Consider a surface street  connection from Price Street to Five Cities Drive along the south side of US 101. This would  alleviate traffic problems at 5 Cities Drive and US 101, and provide a direct transit and  pedestrian connection to downtown.  13. Traffic congestion is experienced at the following locations: Price Canyon road at Price Street;  Oak Park Boulevard at US 101; 4th Street at James Way; 5 Cities Drive at US 101.   14. Downtown traffic is extensive at Dolliver Street/Pacific Coast Highway and Pomeroy Avenue,  Stimson Avenue and Ocean View Avenue.   15. Consider testing for one‐way turning movements and road reconfiguration at Ocean view  Avenue, Stimson Avenue, Hinds Avenue and Pomeroy Avenue in downtown Pismo Beach.   16. Downtown traffic is extensive at Price Street and Oceanview Avenue, Stimson Avenue, Price  Canyon Road and Pomeroy Avenue.   17. Provide a pedestrian bridge connection between James Way, 5 Cities Drive and the Pismo Beach  Sports Complex on Frady Lane  18. Replace the old US 101 bridge at Frady Lane and Bello Street to allow vehicle connections and  improve emergency response time.   19. Test for one‐way vehicle traffic and two‐way bike boulevard, or two‐way traffic and bike  boulevard on Cypress Street. Review multiple bicycle‐road configurations.      Recommended Recreation Parking Areas    1. New Public Parking lot off Terrace Avenue at Shell Beach Elementary School   2. Parking at the Pismo Preserve staging area at 850 Mattie Road on the landing in the Pismo  Foothills as well as paved parking on the north side of Price Street at Mattie Road could provide  parking and access to the Coastal Ridge Trail, Pismo Preserve and Coastal Bridge and Promenade  extension.    3. Opportunity for increased parking and downtown overflow parking at Kon Tiki, Steamers and  Bank of America. May include structured below‐grade parking.   4. Consider Pismo Beach Self Storage site for potential downtown parking.    ` Page 1  Community Workshop #2 Summary  City of Pismo Beach – Citywide Circulation and Parking Study  Workshop Held at City of Pismo Beach (Council Chambers)  760 Mattie Road, Pismo Beach    January 7, 2015     Workshop Presenters:   Keith Higgins – keith.higgins@hatchmott.com – Hatch Mott MacDonald  Jeff Waller – jeff.waller@hatchmott.com – Hatch Mott MacDonald  Travis Low – travis.low@hatchmott.com – Hatch Mott MacDonald  Debbie Rudd – dlrudd@rrmdesign.com – RRM Design Group  Paul Kronser – pjkronser@rrmdesign.com – RRM Design Group  Janis Rhodes – jrhodes@jrparkingconsultants.com – JR Parking Consultants    City Staff / SLOCOG / Parking Advisory Committee:  Ben Fine – bfine@pismobeach.org – Public Works Director/City Engineer  Jon Biggs – jbiggs@pismobeach.org – Community Development Director  Ed Waage – Mayor Pro Tem  Mary Ann Reiss – mreiss@pismobeach.org – Council Member  Sheila Blake – sheila.blake@att.net – Council Member  Mark Coppes – mcoppes@pismobeach.org – Parking Supervisor  Suzen Brasile – sbrasile@pismobeach.org – Executive Director, Conference & Visitors Bureau  James Worthley – jworthley@slocog.org – San Luis Obispo Council of Governments (SLOCOG)  Mike Spangler – spangler1945@yahoo.com – 3990 Shell Beach Rd (Parking Advisory Committee (PAC)  Vice Chair)  Don Day – dday@fix.net – 101 Park Place (PAC Board Member)  Mel Stahlman – astahlman805@charter.net – Sunset Palisades (PAC Board Member)    Other Workshop Participants:  Jim DeCecco – jdececco@hotmail.com – 140 Vista del Mar  Marilee Hyman – mhyman@charter.net – 2141 Shoreline Dr  Marcia Leuthrie – marcia.leuthrie@gmail.com – Pismo Beach  Sandra Gore Nielsen – gorenielsen@gmail.com – 313 Vista del Mar  Dean Overland – dean.overland@yahoo.com – 230 Coral Ct  Ron Rodriguez – trakrods@gmail.com – 240 Pier Ave  Susan Wagers – susan.wagers@yahoo.com – 251 Santa Fe  DJ White – dj.white805@gmail.com – 830 Delano         ` Page 2  Presentation Summary:  After opening comments, the slideshow began with Study Methodologies which included Traffic  Analysis, Travel Forecasting, Parking Analysis, and Public Outreach.  Next, existing traffic conditions were  presented using level of service (LOS) color‐codes. Following was SLOCOG Modeling Purpose,  Methodology, Validation, and Application. This transitioned to future traffic conditions.    Next, potential network modifications were discussed. These included the Price Street Extension, Mattie  Road/Frady Lane Extension, Stimson/Ocean View One‐Way Couplet, Pier Area Improvements, and  Dolliver/Price Roundabout. Following this was Pedestrian, Bike, and Transit recommendations. Then,  Parking recommendations were presented, including Price Street Back‐In Angled Parking. The  presentation ended with Next Steps and Closing Comments.    Public questions and comments were documented through the duration of the workshop as well as  afterwards. A summary is listed below.    Summary of Public Questions and Comments During and After Workshop:  1. Disagreement over which regions of the city are affected by tourist traffic.  2. Challenge over why LOS F is bad, related to Cypress/Pomeroy where pedestrian volume is high.  3. Desire for online documents (such as the exhibits, appendices, etc.).  4. Question of whether the maximum buildout of parcels by zoning was used.  5. Concern that many homes are vacation rentals or second homes, meaning standard trip  generation rates are overestimating traffic.  6. Question of whether SLOCOG model accounts for person occupancy.  7. Question of whether there is any consideration that some future trips will not be made by  personal vehicle.  8. Question regarding the definition of “Level of Service” (LOS).  9. Question of whether Hinds can be converted to two‐way traffic flow.  10. Concerns over availability of an evacuation route from Downtown Pismo Beach heading south  over Pismo Creek if the Price Street extension is not built.  11. Concern over cooperation from Caltrans District 5 with recommendations.  12. Question regarding the rationale for proposing closure of the Cypress Street Bridge if it is not a  traffic problem.  13. Question of why a pedestrian signal would be better than a traffic cop at Cypress/Pomeroy.  14. Comment in favor of the pedestrian scramble at Cypress / Pomeroy.  15. Question about how much Price Canyon traffic would divert to the proposed Price/Dolliver  onramp.  16. Comment from SLOCOG that they want to program the US 101 improvements.  17. Question about how bikes would connect to the end of the Cypress bike boulevard.  18. Question regarding the benefits of back‐in parking.  19. Comment that back‐in is a much better method of angled parking (compared to front‐in  parking).   ` Page 3  20. Concerns with back‐in parking that trucks might overhang onto the sidewalk and that exhaust  could go into outdoor restaurant seating.  21. Comment that drivers in roadway will sometimes see taillights of parked vehicle come on and  then will block traffic as they wait for that parking space to become free.  22. Concern that adding parklets will exacerbate parking conflicts by removing parking spaces  during peak season.  23. Comment that parklets could be seasonally removable to not impact seasonal demand.  24. Comment that it is not understood why parklets are a good idea.  25. Desire for a video or animation of back‐in angled parking.  26. Question of whether fire trucks would be able to travel on Price Street with double‐angle  median parking.  27. Comment in favor of double‐angled median parking and how it does not block views of  businesses.  28. Comment that cars are slower on Price Street (i.e. 15 miles per hour speed limit), so pedestrians  crossing to/from median parking may not be as much of a safety problem.  29. Question of whether dedicated bike lanes are necessary on Price Street given that the speed  limit is so low.  30. Comment that bikes in a dedicated lane on Price may go faster than cars.  31. Question of why center angled parking isn’t better than curb angled parking.  32. Question of why we need to consider Complete Streets and what happens regarding state and  federal funding if we ignore pedestrians and bicycles.  33. Comment that if parking structures are built with apartments on top, then downtown workers  could live downtown and City would collect extra property taxes which could help pay for  structure.  34. Comment that there are many benefits of mixing other uses with parking structures.  35. Comment that Park and Ride Lot could be used by commuters during the week and by tourists  on weekends or during summer.  36. Appreciation for the new ideas addressed tonight.  37. Concern over vertical clearance problems at Hinds Avenue if US 101 is widened to 6 lanes.  38. Comment that bicycles have problems traveling, for example, over to City Hall from the Oak  Park area and that there isn’t currently a pedestrian/bicycle council.  39. Comment from tourism director that, as a life‐long area resident, they found all information  great and they look forward to the process and final products.  40. Concern that back‐in parking may be more problematic for retired drivers and suggestion to  have a 12‐month test street with double center parking and no curb parking.  41. Concerns regarding Oak Park Boulevard from James Way to El Camino Real: bike lanes needed,  sidewalk extension needed, crosswalk with push buttons needed; Concerns regarding Five Cities  Drive from the Pismo Beach Premium Outlets to Fourth Street: difficult to merge into  southbound traffic, dangerous for cyclists without a buffered bike lane, crosswalk with push  button needed going northbound at Fourth Street; Concern regarding bike path going from  Pismo Beach Premium Outlets to downtown: ends at a driveway with no safe way of continuing  north.  Appendix E    Citywide Model    E1.  Existing (Year 2014) Volume Plot  E2.  General Plan Buildout (Year 2035) Volume Plot  E3.  Model Documentation                                This page was intentionally left blank    2014 PM Peak 2035 PM Peak Hatch Mott MacDonald 4301 Hacienda Dr., Suite 300, Pleasanton, CA 94588 T •925.469.8016 • F 925.469.8011 www.hatchmott.com This memorandum documents the traffic modeling work for the City of Pismo Beach Transportation Model and Circulation Study. The modeling work consists of three tasks: (1) develop a travel demand forecasting model for the City; (2) use the travel model for project alternatives evaluation; and (3) provide traffic volume inputs for traffic operations analysis. Methodology The City travel demand model was built upon the latest (2014) San Luis Obispo Council of Governments (SLOCOG) travel demand forecasting model through a series of model disaggregation exercises, including:  Use a finer traffic analysis zone (TAZ) structure in the City area  Consolidate the model land use data in the City area with the City’s land use inventories  Refine the model’s roadway network with City plans Outside of the City area, the City model largely retained the exact parameters of the SLOCOG model, including the land use data and the network attributes. The City model also inherited the overall structure of the SLOCOG model. As such, the SLOCOG model script can be still used to run the City model although the model input data have changed. The size of the City model is roughly the same as that of the SLOCOG model. It takes approximately the same amount of time to run the two models. Zone Disaggregation Compared to the SLOCOG model, the City model uses a finer zone structure in the City area. Large zones of the SLCOG model were split into smaller zones in the City model. The zone boundaries were also redefined based on the City’s input. The City model has 58 zones for the City area whereas the SLOCOG model only has 46. The zone structure of the new model is depicted in Figure 1. To: City of Pismo Beach From: Allen Nie, PE, PhD Reviewed By: Date: 2/2/2015 Review Date: 2/2/2015 Project # 336684 Approved By: Pages: 5 Approval Date: CC: Keith Higgins, Jeffrey Waller Subject: City of Pismo Beach Traffic Modeling Hatch Mott MacDonald 4301 Hacienda Dr., Suite 300, Pleasanton, CA 94588 T •925.469.8016 • F 925.469.8011 www.hatchmott.com Page 2 Figure 1: City of Pismo Beach Traffic Analysis Zones The added zones for the City area were borrowed from the spare zones of the SLOCOG model. As such, the total number of zones in the City model remains the same as the SLOCOG model. The spare zones of the SLOCOG model are depicted in Figure 2. The traffic analysis zones for the City model are listed in Table 1. The IDs of the old zones from the SLOCOG model are also listed. A lookup table to can be derived if one is interested in knowing the relationship between the old and the new zones. Hatch Mott MacDonald 4301 Hacienda Dr., Suite 300, Pleasanton, CA 94588 T •925.469.8016 • F 925.469.8011 www.hatchmott.com Page 3 Table 1: City of Pismo Beach Model Zones New Zone ID Old Zone ID Planning Area Major Use / Note 898 1537 L (Inland South 1)RV Sales 899 1537 L (Inland South 2)Pismo Dunes 900 1533 K (Downtown South Beach 1) 901 1537 L (Inland North) 902 1542 N (East Upper 1) 903 1542 N (Northeast Upper) 904 1533 K (Downtown South Inland) 905 1541 M (East) 906 1541 M (South) 907 1541 M (Northwest) 908 1538 N (West Central) 909 1536 L (Beach South) 910 1543 N (Southeast Lower) 1056 1548 K (Downtown North Beach) 1110 1534 P (South)Judkins Middle School 1115 1549 K (Downtown Central Dolliver) 1116 1535 O (North)PG & E 1117 1549 K (Downtown Central Beach - Parking Lot) Employee Parking 1118 1549 K (Downtown Central Inland - Parking Lot) 1119 1549 K (Downtown Central Beach 1) 1120 1549 K (Downtown Central Inland - Parking Lot)Employee Parking 1121 1535 O (South) Sewage Plant /Sports Park 1122 1549 K (Downtown Central Beach 2) 1124 1549 K (Downtown Central Inland - Parking Lot)Employee Parking 1401 1549 K (Downtown Central Inland - Parking Lot)Employee Parking 1506 1549 K (Downtown Central Beach - Hotel)Private Parking (Dirt) 1521 1521 A 1522 1522 B 1523 1523 C 1524 1524 D 1525 1525 E 1526 1526 F 1527 1527 G Shell Beach Elemetary 1528 1528 H (North) 1529 1529 H (Central) 1530 1530 I 1531 1531 J (North) 1532 1532 J (South) 1533 1533 K (Downtown South Beach 2)1534 1534 P (North) 1535 1535 O (Central) 1536 1536 L (Beach North) 1537 1537 L (Inland Central)Mobile Homes 1538 1538 N (West)Price Historic Park 1539 1539 N (Central Upper) 1540 1540 N (Central Lower) 1541 1541 M (North) 1542 1542 N (East Upper 2) 1543 1543 N (East Lower) 1544 1544 N/A (Los Robles Del Mar) 1545 1545 N/A (Spanish Springs Southeast) 1546 1546 R (South) (Spanish Springs South) 1547 1547 N/A (Freeway Foothills)1548 1548 K (Downtown North Inland) 1549 1549 K (Downtown Central Inland) 1550 1550 H (South) 1552 1552 Q (Mattie Rd. Sphere) 2031 2031 R (North) (Spanish Springs North) Hatch Mott MacDonald 4301 Hacienda Dr., Suite 300, Pleasanton, CA 94588 T •925.469.8016 • F 925.469.8011 www.hatchmott.com Page 4 Figure 2: Spare Zones in the SLOCOG Model Hatch Mott MacDonald 4301 Hacienda Dr., Suite 300, Pleasanton, CA 94588 T •925.469.8016 • F 925.469.8011 www.hatchmott.com Page 5 Model Application The City model was used to evaluate a number of roadway improvement alternatives under the 2035 conditions. The resulting traffic forecasts were post-processed to further improve the accuracy of the forecasts. The post-processing formula is: Refined 2035 forecasts = Base Year counts + (Raw 2035 forecasts – Raw Base Year forecasts) The left hand side represents the traffic forecasts that go into operations analysis. The raw forecasts on the right hand side are the traffic volume forecasts obtained directly from the City traffic model. This adjustment method is also called the growth method as the second item on the right hand side of the equation is the traffic volume growth predicted by the travel demand model. Modeling Purpose•Create a traffic model for the City of Pismo Beach•Understand local traffic patterns•Model the effectiveness of roadway improvement alternatives•Provide volume forecasts for future year traffic operations analysis Modeling Methodology•Build the City model based on the latest SLOCOG model•Disaggregate traffic analysis zones in the City area (15 new zones added)•Consolidate the model land use based on the City’s inventory and projection•Refined the network based on the City’s transportation plans Model Validation•Comparison of base year model forecasts with traffic counts•Traffic forecasts comparison between the new model and the old model•Reasonableness check and review of the future year forecasts Model Application•Modeled three 2035 alternatives, each with different network improvement assumptions•Use the growth method to post‐process model forecasts for traffic operations analysisRefined 2035 forecasts = Base year counts + (Raw 2035 model forecasts –Raw Base Year model forecasts)•Weekend forecasts were derived from the weekday forecasts based on existing traffic patterns                              This page was intentionally left blank    Appendix F    Net Change in  Land Use    2014 vs. 2035                                This page was intentionally left blank    Citywide Model ‐ Land Use Changes ‐ 2035 vs. 2010 ‐ Modified Zone Boundaries336684 11/11/2014 SFDU SFDU (Attached)Multi‐Family Mobile Home Rural Res.SFDU Multi Mobile Total Employment Edu/Health Gov'mt Leisure/ Hospitality Lt. Ind. Office Other Services Retail898 L (Inland South 1) RV Sales 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0899 L (Inland South 2) Pismo Dunes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0900K(Downtown South Beach 1)1 0 12 00 112 0 80 00 76 00 04 0 Clam Digger Hotel(134 Rooms)901 L (Inland North) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0902 N (East Upper 1)3 00 00 3 0 0 0 0 0 0 0 0 0 0 0 Residential Growth903N(Northeast Upper)0 0000000 51000004 0 Pismo Medical Campus Growth904K(Downtown South Inland)1 0 26 00 1 26 0 12 00 3 0 5 0 4 0 Vacation Rentals905 M (East) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0906 M (South) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0907 M (Northwest) 0 0 0 0 0 0 0 0 40 00 033 007 0 Industrial Project908 N (West Central)5 00 00 5 00 21 00 000 021 0 Residential and Retail Growth909 L (Beach South) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0910N(Southeast Lower)37 0 36 00 37 36 0 112 00 74 0 4430 0 The Village at Pacific West1056K(Downtown North Beach)0 0000000 0 00 000 00 01110 P (South) Judkins Middle School 0 0 28 00 028 0000000008Enrollment Growth1115K(Downtown Central Dolliver)0 0000000 2 00 001 0 1 0 Employment Growth1116 O (North) PG & E000000000000000001117K(Downtown Central Beach ‐ Parking Lot)Employee Parking 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01118K(Downtown Central Inland ‐ Parking Lot)0 0000000 0 00 000 00 01119K(Downtown Central Beach 1)0 0000000 8 00 003 0 5 0 Employment Growth 1120 K (Downtown Central  Inland ‐ Parking Lot) Employee Parking 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1121 O (South) Sewage Treatment  Plant, Pismo Beach Sports Park 2 0 7 00 27 0 0 0 0 0 0 0 0 0 0 Residential Growth 1122 K (Downtown Central  Beach 2) 0 0000000 40 00 40 00 00 0 Hotel (70 Rooms) 1124 K (Downtown Central  Inland ‐ Parking Lot) Employee Parking 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1401 K (Downtown Central  Inland ‐ Parking Lot) Employee Parking 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1506 K (Downtown Central  Beach ‐ Hotel) Private Parking (Dirt)0 0000000 65 00 59 00 6 00Hotel (104 Rooms) 1521 A 7 00 00 7 00 3 00 000 03 0 Residential and  Retail Growth 1522 B 48 00 0048 00 3 00 000 03 0 Residential and  Retail Growth 1523 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1524 D 0 0 2 00 02 0 10 00 000 010 0 Residential and  Retail Growth 1525 E 2 0 6 00 26 0 0 0 0 0 0 0 0 0 0 Residential Growth 1526 F 0 72 00 72 0 10 00 000 010 0 Residential and  Retail Growth 1527 G Shell Beach Elemetary 1 0 3 00 13 00000000028 Residential, Retail  and Enrollment  Growth 1528 H (North) 0 26 00 26 0 13 00 000 013 0 Residential and  Retail Growth 1529 H (Central)2 0 2 00 22 0 13 00 000 013 0 Residential and  Retail Growth 1530 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1531 J (North) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1532 J (South)2 0 4 00 24 0 10 00 000 010 0 Residential and  Retail Growth 1533 K (Downtown South  Beach 2) 2 0 11 00 211 0 14 00 3 0 623 0 Residential and  Retail Growth 1534 P (North)32 1 00033 0 0 0 0 0 0 0 0 0 0 0 Residential Growth 1535 O (Central) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1536 L (Beach North) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1537 L (Inland Central) Mobile Homes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1538 N (West) Price Historic Park 68 00 0068 00 13 3 000010 00Residential and  Park Growth 1539 N (Central Upper)3 00 00 30 0 0 0 0 000 00 0 1540 N (Central Lower) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1541 M (North) 0 0 0 0 0 0 0 0 67 00 7 0 7746 0 Employment  Growth 1542 N (East Upper 2) 0 0000000 0 00 000 00 0 1543 N (East Lower) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1544 N/A (Los Robles Del Mar)00002200 50 50 0000000Residential and  Enrollment Growth 1545 N/A (Spanish Springs  Southeast) 0 0000000 0 00 000 00 0 1546 R (South) (Spanish Springs  South/ Pismo Ranch) 0 0000000 0 00 000 00 0 1547 N/A (Freeway Foothills)0 0000000 10 00 00010 00Preserve Trail Head Parking 1548 K (Downtown North  Inland) 4 0 34 00 434 0 43 00 0013 4 26 0 The Vistas at Pismo  Village 1549 K (Downtown Central  Inland) 2 0 10 00 210 0 33 00 0018 0 15 0 Residential and  Employee Growth 1550 H (South)2 0 1 00 21 0 13 00 000 013 0 Residential and  Retail Growth 1552 P (Mattie Road)50 0 0 0 0 50 0 0 0 0 0 0 0 0 0 0 0 Residential Growth 2031 R (North) (Spanish Springs  North) 0 0000000 0 00 000 00 0 Total:274 10 190 0 2 286 190 0 690 54 0 262 33 57 43 241 36 Note:  Amounts in red were modified per information obtained from the City of Pismo Beach Planning Department. Elem. Sch.Students Future Land Use / Development NameTAZNeighborhood Planning Area ExistingMajor Land Use Homes Total Homes Employment Hatch Mott MacDonald SE_DETAIL_NetChange ‐ 2035‐2010.xlsx ‐ Diff Summary FINAL 11‐11‐14 Appendix F                  This page was intentionally left blank    Appendix G General Plan Buildout Volume Adjustment Factors 2014 vs. 2015                             This page was intentionally left blank    General Plan Buildout Volume Adjustment Factors Year 2014 vs Year 2035 Intersection  Number Intersection Name Volume  Adjustment  Factor 1 Shell Beach Road ‐ US 101 SB Ramps / Avila Beach Drive 1.15 2 Monte Road / Avila Beach Drive ‐ US 101 NB Ramps 1.15 3 Spyglass Drive / US 101 NB Ramps 1.15 4 Spyglass Drive / US 101 SB Ramps 1.15 5 Spyglass Drive / Shell Beach Road 1.15 6 Terrace Avenue / Shell Beach Road 1.15 7 Vista Del Mar Avenue / Shell Beach Road 1.15 8 Esparto Avenue / Shell Beach Road 1.15 9 Windward Avenue / Shell Beach Road 1.15 10 Mattie Road / US 101 NB Ramps 1.15 11 US 101 SB On‐ramp / Price Street 1.15 12 Mattie Road / Price Strret 1.15 13 US 101 SB Off‐ramp / Price Street 1.15 14 US 101 SB Off‐ramp ‐ Dolliver Street (SR1) / Price Street 1.19 15 US 101 NB On‐ramp Bello Street / Bay Street 1.19 16 Dolliver Street (SR1) / Wadsworth Avenue 1.19 17 Price Steet / Wadswoth Avenue 1.19 18 US 101 NB Off‐ramp / Wadsworth Avenue 1.19 19 Bello Street / Wadsworth Avenue 1.19 20 Dolliver Street (SR1) / Main Street 1.19 21 Cypress Street / Pomeroy Avenue 1.19 22 Dolliver Street (SR1) / Pomeroy Avenue 1.19 23 Price Steet / Pomeroy Avenue 1.19 24 Cypress Street / Hinds Avenue 1.19 25 Dolliver Street (SR1) / Hinds Avenue 1.19 26 Price Street / Hinds Avenue 1.19 27 US 101 SB Off‐ramp / Hinds Avenue 1.19 28 Bello Street / Price Canyon Road 1.19 29 Lemoore Avenue / Price Canyon Road 1.19 30 Cypress Street / Stimson Avenue 1.19 31 Dolliver Street (SR1) / Stimson Avenue 1.19 32 Price Street / Stimson Avenue 1.19 33 Cypress Street / Ocean View Avenue 1.19 34 Dolliver Street (SR1) / Ocean View Avenue 1.19 35 US 101 NB Ramps ‐ Price Street / Ocean View Avenue 1.19 36 Dolliver Street (SR1) / Cypress Street ‐ Holiday RV Park Ent. 1.19 37 Dolliver Sreet (SR1) / Pismo Beach Senior MHP ‐ Pismo Coast Village 1.28 38 US 101 NB On‐ramp / James Way 1.12 39 Fourth Street ‐ Paseo Ladera Lane / James Way 1.12 40 Fourth Street / US 101 NB Ramps 1.23 Hatch Mott MacDonald 336684 Exhibits1.xls ‐ Appendix Table General Plan Buildout Volume Adjustment Factors (Continued) Year 2014 vs Year 2035 Intersection  Number Intersection Name Volume  Adjustment  Factor 41 US 101 SB Ramps ‐ Outlets Main Entrance / Five Cities Drive 1.23 42 Fourth Street / Five Cities Drive 1.23 43 US 101 SB Ramps ‐ Hotel Driveway / Five Cities Drive ‐ El Camino Real 1.23 44 Ridge Road / James Way 1.12 45 Oak Park Boulevard / James Way 1.17 46 Oak Park Boulevard / US 101 NB On‐ramp ‐ West Branch Street 1.17 47 Camino Mercado ‐ US 101 NB Ramps / West Branch Street 1.17 48 US 101 SB Ramps / El Camino Real 1.17 49 Oak Park Boulevard / El Camino Real 1.17 50 US 101 SB On‐ramp / Avila Beach Drive 1.15 Volume adjustment factors derived from San Luis Obispo Council of Governments (SLOCOG) traffic demand model forecasted growth on roadways surrouding study intersection. Hatch Mott MacDonald 336684 Exhibits1.xls ‐ Appendix Table Appendix H Future Sunday Land Use 2014 vs. 2035 This page was intentionally left blank TRIP GENERATION RATES ITE PEAK % %LAND USE HOUR IN OUTCODE RATE Single-Family Detached Housing (per unit) 0.86 53% 47%Apartment (per unit) 0.51 50% 50%Recreational Homes (per unit) (approximation of "Vacation Homes")0.36 46% 54%Hotel (per room) 0.56 46% 54%Hotel (per employee)0.83 46% 54%Middle School/Junior High School (per student)0.00 0% 0%General Office Building (per employee) 0.03 58% 42%Specialty Retail Center (per employee)3.12 49% 51%Discount Club (per employee) (approximation of "Other Services")4.28 51% 49%PROJECT PEAK TRIPS TRIPSSIZE HOUR IN OUTGENERATED TRIPS TRIPSTAZ 900 - Neighborhood Planning Area "K" (Downtown South Beach 1)Single-Family Dwelling Unit 1 unit 1 1 0Apartment 12 units 6 3 3Hotel 134 rooms 75 35 40Retail 4 employees 12 6 6Total Trip Generation - TAZ 900: 94 45 49Mode Split Reduction (5%) -5 -2 -3Net Trip Generation - TAZ 900: 89 43 46TAZ 904 - Neighborhood Planning Area "K" (Downtown South Inland)Single-Family Dwelling Unit 1 unit 1 1 0Apartment 12 units 6 3 3Vacation Homes 14 units 5 2 3Office 5 employees 0 0 0Retail 4 employees 12 6 6Total Trip Generation - TAZ 904: 24 12 12Mode Split Reduction (5%) -1 -1 0Net Trip Generation - TAZ 904: 23 11 12 TAZ 1110 - Neighborhood Planning Area "P" (South) Apartment 28 units 14 7 7 Junior High School 8 students 0 0 0 Total Trip Generation - TAZ 1110: 14 7 7 Mode Split Reduction (5%) -1 0 -1 Net Trip Generation - TAZ 1110: 13 7 6 TAZ 1115 - Neighborhood Planning Area "K" (Downtown Central Dolliver) Office 1 employee 0 0 0 Retail 1 employee 3 1 2 Total Trip Generation - TAZ 1115: 3 1 2 Mode Split Reduction (5%) 0 0 0 Net Trip Generation - TAZ 1115: 3 1 2 TAZ 1119 - Neighborhood Planning Area "K" (Downtown Central Beach 1) Office 3 employees 0 0 0 Retail 5 employees 16 8 8 Total Trip Generation - TAZ 1119: 16 8 8 Mode Split Reduction (5%) -1 0 -1 Net Trip Generation - TAZ 1119: 15 8 7 TAZ 1121 - Neighborhood Planning Area "O" (South) Single-Family Dwelling Unit 2 units 2 1 1 Apartment 7 units 4 2 2 Total Trip Generation - TAZ 1121 6 3 3 Mode Split Reduction (5%) 0 0 0 Net Trip Generation - TAZ 1121: 6 3 3 TAZ 1122 - Neighborhood Planning Area "K" (Downtown Central Beach 2) Hotel 70 rooms 39 18 21 Total Trip Generation - TAZ 1122: 39 18 21 Mode Split Reduction (5%) -2 -1 -1 Net Trip Generation - TAZ 1122: 37 17 20 TAZ 1506 - Neighborhood Planning Area "K" (Downtown Central Beach - Hotel) Hotel 104 rooms 58 27 31 Total Trip Generation - TAZ 1506: 58 27 31 Mode Split Reduction (5%) -3 -1 -2 Net Trip Generation - TAZ 1506: 55 26 29 TAZ 1532 - Neighborhood Planning Area "J" (South) Single-Family Dwelling Unit 2 units 2 1 1 Apartment 4 units 2 1 1 Retail 10 employees 31 15 16 Total Trip Generation - TAZ 1532: 35 17 18 Mode Split Reduction (5%) -2 -1 -1 Net Trip Generation - TAZ 1532: 33 16 17 TAZ 1533 - Neighborhood Planning Area "K" (Downtown South Beach 2) Single-Family Dwelling Unit 2 units 2 1 1 Apartment 11 units 6 3 3 Hotel 3 employees 2 1 1 Office 6 employees 0 0 0 Retail 3 employees 9 4 5 Other Services 2 employees 6 3 3 Total Trip Generation - TAZ 1533: 25 12 13 Mode Split Reduction (5%) -1 -1 0 Net Trip Generation - TAZ 1533: 24 11 13 TAZ 1534 - Neighborhood Planning Area "P" (North) Single-Family Dwelling Unit 33 units 28 15 13 Total Trip Generation - TAZ 1534: 28 15 13 Mode Split Reduction (5%) -1 -1 0 Net Trip Generation - TAZ 1534: 27 14 13 TAZ 1548 - Neighborhood Planning Area "K" (Downtown North Inland) Single-Family Dwelling Unit 4 units 3 2 1 Apartment 34 units 17 9 8 Office 13 employees 0 0 0 Retail 26 employees 81 40 41 Other Services 4 employees 12 6 6 Total Trip Generation - TAZ 1548: 113 57 56 Mode Split Reduction (5%) -6 -3 -3 Net Trip Generation - TAZ 1548: 107 54 53 TAZ 1549 - Neighborhood Planning Area "K" (Downtown Central Inland) Single-Family Dwelling Unit 2 units 2 1 1 Apartment 10 units 5 3 2 Office 18 employees 1 1 0 Retail 15 employees 47 23 24 Total Trip Generation - TAZ 1549: 55 28 27 Mode Split Reduction (5%) -3 -1 -2 Net Trip Generation - TAZ 1549: 52 27 25 Total Project Trip Generation: 484 238 246 See "Assumptions" (following this exhibit) for notes on this exhbit. Project Trip Generation - Downtown210SUNDAY MIDDAY PEAK HOUR220310710857522826260SUNDAY MIDDAY PEAK HOUR310 Hatch Mott MacDonald 336684 TripGen1.xlsx Project Trip Generation - Downtown (Sunday)                  This page was intentionally left blank    Assumptions about Land Use and Trip Generation 336684 Pismo Beach 1. Trip Generation for Sunday peak hour taken from Trip Generation Manual , 9th Edition, Institute of Transportation Engineers, 2008. 2. Additional employment activity for Light Industrial, Hotel, Office, and Retail land uses estimated based upon ratio of trip rates per employee versus trip rates per room/square footage. Trip rates cited from above source. * Light Industrial - 0.43 employees per 1,000 square feet * Hotel - 1.76 employees per room * Office - 0.30 employees per 1,000 square feet * Retail - 1.98 employees per 1,000 square feet 3. 1 Vacation Home = 1 Single-Family Dwelling Unit + 1/10 of a Leisure/Hospitality Employee (based off of difference in trip rates between Recreation House and Single-Family Dwelling Unit in source cited in Note 1. 4. Trip generation for "Other Services" estimated using "Discount Club" (Land Use #857) from source cited in Note 1. 5. Increase in public school enrollment estimated as follows: * 7,655 people in City of Pismo Beach (2010 US Census) * Of that, 1,020 are under 18 years old (2010 US Census) * 1,020 / 7,655 = 0.133, or about 1/7 (i.e. about 1/7 of people in Pismo Beach are under 18 years old). * 476 new dwelling units will be added within Pismo Beach (see earlier Land Use Changes within this Appendix) * Assuming that the population increase through 2035 will have the same ratio of students to popluation as currently exists in Pismo Beach * 476 x 1/7 = 68 new people under 18 years old * Assuming that the new people under 18 years old are uniformly distributed by age (i.e. 18 age categories equal in size) * 68 / 18 = 3.778 or about 4 new people in each age category that are 18 or younger * New Elementary School Students = 4 x 7 = 28 new students (i.e. Grades K-6 at Shell Beach Elementary School) * New Middle School Students = 4 x 2 = 8 new students (i.e. Grades 7-8 at Jutkins Middle School) 6. Source cited in Note 1 does not contain Sunday peak hour trip rates for "Specialty Retail Center". Used trip rates from "Shopping Center" (Land Use 820) as an approximation. 7. Source cited in Note 1 does not contain Sunday peak hour "in/out" distribution for "Apartment". Assumed 50% in / 50% out split. 8. Source cited in Note 1 does not contain Sunday peak hour trip rates for "Middle School/Junior High School". Assumed trip rate of zero (0), as school would not be open on Sundays. 9. "Mode Split Reduction" is a vehicle trip reduction accounting for a larger mode shift to less motorized travel within the downtown area. Hatch Mott MacDonald                             This page was intentionally left blank    ADDIE STPARK AVEOCEAN VIEW AVESTIMSON AVEHINDS AVEPOMEROY AVEMAIN STPISMO AVEHOLLISTER AVEWADSWORTH AVESAN LUIS AVEHARLOE AVEBAY STDOLLIVER ST D O L L I V E R S T ( S R 1 ) CYPRESS ST PRICE STCANYONWADSWORTH AVEBELLO STSAN LUIS AVEHARLOE AVEBAY STCYPR E S S S T ADDIE STPISMO SHORES ESTATES OCEAN VIEW AVESTIMSON AVELEMOORE AVE PRICE ROADEL CAMINO REAL (US 101)PISMO BEACHSENIOR MOBILEHOME PARKPISMOCOASTVILLAGEPISMOCREEK Appendix General Plan Buildout (Year 2035) Trip Distribution (Sunday) N.T.S. 35% 5% 25% 5% 30%                  This page was intentionally left blank    Appendix I Future Statewide Growth Projections                             This page was intentionally left blank    Total Population Projections for California and Counties: July 1, 2015 to 2060 in 5‐year Increments Estimates 2010 2015 2020 2025 2030 2035 2040 2045 2050 2055 2060 California 37,309,382 38,801,063 40,643,643 42,451,760 44,279,354 46,083,482 47,690,186 49,108,689 50,365,074 51,552,253 52,693,583 Alameda County 1,513,236 1,577,938 1,608,204 1,634,983 1,657,567 1,668,918 1,678,565 1,684,953 1,684,761 1,680,989 1,675,011 Alpine County 1,163 1,158 1,172 1,167 1,167 1,174 1,172 1,161 1,146 1,138 1,147 Amador County 37,853 36,949 39,352 40,958 42,036 43,150 44,200 44,812 44,829 44,878 45,116 Butte County 219,990 224,955 241,521 259,926 284,082 305,039 317,718 327,653 333,319 337,843 341,850 Calaveras County 45,462 45,172 48,312 50,787 53,001 55,188 57,225 58,701 60,052 61,500 63,025 Colusa County 21,478 22,417 24,886 27,061 29,023 31,219 33,273 35,082 36,757 38,453 40,179 Contra Costa County 1,052,211 1,093,171 1,147,399 1,197,866 1,254,205 1,324,740 1,392,509 1,443,636 1,489,068 1,535,831 1,585,244 Del Norte County 28,544 28,678 29,635 30,358 30,861 31,328 31,877 32,154 32,180 32,163 32,159 El Dorado County 180,921 184,195 203,095 220,384 234,485 248,623 263,579 275,654 283,125 290,251 297,972 Fresno County 932,377 988,970 1,071,728 1,151,711 1,241,773 1,326,594 1,397,138 1,455,331 1,509,715 1,563,519 1,615,401 Glenn County 28,143 28,871 30,780 32,304 33,552 34,747 36,027 37,055 38,020 39,015 40,040 Humboldt County 134,663 135,681 139,132 143,107 145,684 147,118 147,873 148,214 147,997 147,647 147,377 Imperial County 175,389 192,707 222,920 242,916 259,339 277,418 294,585 311,360 326,776 341,145 355,022 Inyo County 18,528 18,710 19,350 19,877 20,428 21,285 22,009 22,623 23,053 23,482 23,921 Kern County 841,146 911,750 1,057,440 1,202,871 1,341,278 1,484,677 1,618,681 1,747,402 1,858,455 1,960,748 2,055,622 Kings County 152,656 157,314 176,647 192,147 205,627 219,714 235,129 248,762 260,500 271,658 282,305 Lake County 64,599 65,392 71,228 78,832 84,394 91,482 97,884 103,012 105,715 107,924 110,055 Lassen County 35,136 34,132 35,934 37,714 38,828 40,086 40,909 41,384 41,563 41,739 41,961 Los Angeles County 9,824,906 10,081,144 10,441,441 10,718,809 10,950,335 11,120,284 11,243,022 11,342,948 11,434,565 11,508,037 11,562,720 Madera County 151,328 161,556 185,056 208,914 229,277 254,408 278,011 299,681 323,469 348,491 373,929 Marin County 252,731 255,006 251,361 251,899 253,026 255,475 259,549 262,527 264,810 267,841 272,275 Mariposa County 18,193 18,115 20,463 22,008 22,186 22,459 22,787 22,938 23,003 23,123 23,308 Mendocino County 87,924 89,401 91,498 93,306 94,812 96,666 98,112 99,067 99,863 100,904 102,106 Merced County 255,937 273,156 301,376 333,223 366,352 401,569 436,188 468,030 496,787 525,228 553,114 Modoc County 9,648 9,526 9,965 10,254 10,347 10,510 10,773 10,964 10,792 10,549 10,321 Mono County 14,240 14,643 15,037 15,635 16,261 16,962 17,614 18,259 19,009 19,853 20,755 Monterey County 416,259 431,493 436,107 456,236 475,957 495,051 513,045 529,005 542,899 556,153 569,459 Napa County 136,811 140,855 145,660 151,537 158,649 165,347 172,927 179,807 185,238 190,647 196,243 Nevada County 98,639 98,596 104,343 109,325 114,022 119,921 127,457 135,098 140,595 145,661 150,550 Orange County 3,017,327 3,141,834 3,198,279 3,251,694 3,286,100 3,311,811 3,321,037 3,321,269 3,324,920 3,327,600 3,331,595 Placer County 350,275 371,536 391,682 415,027 442,505 469,016 501,293 526,924 547,072 564,094 579,729 Plumas County 19,911 19,843 20,731 20,741 20,526 20,401 20,128 19,757 19,578 19,496 19,471 Riverside County 2,191,886 2,351,449 2,593,211 2,824,044 3,046,064 3,263,942 3,462,256 3,637,301 3,828,798 4,025,090 4,216,816 Sacramento County 1,420,434 1,477,479 1,543,522 1,617,175 1,708,114 1,817,718 1,913,756 1,995,141 2,063,132 2,128,179 2,191,508 San Benito County 55,350 57,512 60,278 64,658 69,215 73,398 77,120 79,543 81,864 84,269 86,939 San Bernardino County 2,038,523 2,139,161 2,273,017 2,428,754 2,626,945 2,811,986 2,988,648 3,142,009 3,248,440 3,342,579 3,433,047 San Diego County 3,102,745 3,225,139 3,333,995 3,432,537 3,530,896 3,640,255 3,749,240 3,861,495 3,969,663 4,065,702 4,152,763 San Francisco County 806,254 835,109 852,788 867,354 877,847 886,167 891,607 898,921 907,443 916,579 926,555 San Joaquin County 686,588 725,884 810,845 905,852 1,004,147 1,110,972 1,213,708 1,299,382 1,379,333 1,459,187 1,538,313 San Luis Obispo County 269,713 273,793 287,744 299,996 311,349 322,734 328,677 333,135 338,808 345,578 353,190 San Mateo County 719,729 747,637 747,563 766,521 803,288 833,209 850,112 875,181 895,603 911,842 928,706 Santa Barbara County 424,050 435,639 449,505 461,567 473,356 483,905 492,610 499,987 506,466 512,807 519,034 Santa Clara County 1,786,429 1,874,604 1,889,898 1,936,386 1,986,545 2,038,645 2,083,710 2,121,519 2,152,199 2,176,556 2,198,503 Santa Cruz County 263,260 270,555 275,704 283,724 290,121 295,743 298,929 301,310 303,641 306,417 309,474 Shasta County 177,472 181,792 199,814 210,320 220,019 232,908 242,016 254,411 259,167 262,329 265,246 Sierra County 3,230 3,052 3,034 3,049 3,125 3,326 3,453 3,544 3,634 3,743 3,876 Siskiyou County 44,893 44,649 46,369 47,606 48,883 50,896 51,854 52,011 52,130 52,361 52,646 Solano County 413,117 424,494 447,217 467,130 493,422 526,213 551,491 572,623 592,850 613,717 634,852 Sonoma County 484,084 495,457 507,250 519,734 534,439 551,621 572,664 589,743 598,795 607,075 616,340 Stanislaus County 515,205 540,853 589,156 634,710 674,859 714,694 759,027 815,171 861,984 907,775 953,580 Sutter County 94,669 98,833 108,939 119,413 133,010 151,452 172,475 191,445 212,161 233,552 254,783 Tehama County 63,487 64,733 69,340 72,898 77,437 83,688 89,087 93,342 98,449 103,839 109,201 Trinity County 13,713 13,524 14,352 15,071 15,532 16,262 17,030 17,582 18,172 18,789 19,381 Tulare County 443,066 473,785 526,718 575,294 630,303 682,022 722,838 755,809 784,334 811,412 836,850 Tuolumne County 55,144 54,222 55,938 56,872 57,982 59,863 60,593 60,992 61,678 62,686 63,947 Ventura County 825,077 851,859 867,535 887,411 912,548 940,102 960,528 978,085 995,578 1,014,586 1,034,651 Yolo County 201,311 209,198 223,657 237,322 250,414 266,653 281,259 291,526 297,147 301,569 305,711 Yuba County 72,329 75,787 84,520 92,785 101,812 112,727 123,203 132,256 143,973 156,438 168,685 Projections Prepared by Demographic Research Unit, California Department of Finance, January 2013 Projections Hatch Mott MacDonald P-1_County_CAProj_2010-2060_5-Year.xls Yearly Growth Forecasts ‐ California Metropolitan Areas (2010 ‐ 2035)SF Bay Area Mont. Bay Area Central Coast S. California S. San Joaquin Valley0.61% 0.70% 0.60% 0.79% 2.29%Average: 1.00%So:  Use 1% growth per year in tourist activity in PBGrowth Rates based off of Projections Prepared by Demographic Research Unit, California Department of Finance, January 2013Hatch Mott MacDonaldCounty Growth Projections - JW.xls Appendix J Level of Service Calculations General Plan Buildout (Year 2035) Conditions                             This page was intentionally left blank    Map - General Plan Buildout Conditions (Year 2035)General Plan Buildout Conditions (Year 2035) PM Weekday Hatch Mott MacDonald Synchro 8 1/29/2015 480525 3 685 023 668759 1 4 4 232 93 1 4 4450 023 6US 101 SB Off-RampMonte Rd.00S h ell B e a c h R d . Map - General Plan Buildout Conditions (Year 2035)General Plan Buildout Conditions (Year 2035)PM WeekdayHatch Mott MacDonaldSynchro 81/29/2015151661871625491 7 5148 41136615198Spyg136224 1151201412781463 1 790156 Shell Beach Rd. Map - General Plan Buildout Conditions (Year 2035)General Plan Buildout Conditions (Year 2035)PM WeekdayHatch Mott MacDonaldSynchro 81/29/2015Terrace Ave. 1518 3542010169Vista Del Mar 175 330437162Esparto Ave. 710 Shell Beach Rd.3211516248Windward Ave.225 Shell Beach Rd.3291212252125197268711710Price St.Shell Beach Rd.Mattie Rd.                  This page was intentionally left blank    Map - General Plan Buildout Conditions (Year 2035)General Plan Buildout Conditions (Year 2035)PM WeekdayHatch Mott MacDonaldSynchro 81/29/20151292524325216020177140135104199Price St.27124278470000Price St.                             This page was intentionally left blank    Map - General Plan Buildout Conditions (Year 2035)General Plan Buildout Conditions (Year 2035)PM Weekday Hatch Mott MacDonald Synchro 8 1/29/2015 18715179173 191157020914 12074Bay S t.001B a y S t.6011 2 2 0 1 6 2 W a d s w o rth A v e .712303817181 0 3 7 4 7 1 1 8 6 60 567203346827422111 US 101 NB Of f -Ramp1317916131883209211731Wadsw o rth A v e .38132411210 1 7 2 8 1 2 3 1 0 84 3 111118 4 3 92 3 1 P o m e ro y A v e .92118241 8 8 3 0 94565234 0 38 1 1 2 0 1 9 6 2 P o m e ro y A v e .0101 2 3 0 52 3 7 1 H in d s A v e n u e 11 448 3 74 4 3 5 2 6 9 5883483 8 4 1 7 2 0 9 2 5 0 H in d s A v e n u e 278 896893087Pr i c e St . 1 2 2 8 9 3508952484 11705825735181948Be ll o St. 2 26 5 6253Lemoore St.411 87172 2 7 6 S tim s o n A v e n u e 63611105530 2 15 71 1 3 3 3 9 0 8 18331 75 53511 1 5 4 0 63 8 3 2 4 3 4 1 1 2 05 0 0021 1 2 0 47 7 0 2 1 6 O c e a n V ie w A v e n u e 6871 23211 26 71 0 1 0 4 0 1 6 4 41 5515 63 52 62 9 4 3 7 8 1 1 9 4 6 8 0 1 0110 8 0002 1 1 6 39 9 4 4 6 5 7 15065 207105585 2 0 4 5 1 3 P C V 47028P B S M H P60141 4 6 0 55 4 00 000000000000 Pri c e St. 0 0 M a in S tre e t000 0 0 0 000 0 00H o llis te r A v e .000 0 0 0 000 000000000000000000000Bay S t.000000Harloe A v e .0000US 101 SB Ramp000 S a n L u is A v e .000000Dolliver St. (SR 1)000 000000 S a n L u is A v e .000000000Harloe A v e .000 H a rlo e A v e .00000000 00 0 0 0 000P a rk A v e .0000 0 0 0 0 0 P a rk A v e .0 00 0000 0 0 00000 0 0 0Ad d ie S t.000 0 0 0 A d d ie S t. (S )0 0Cypress St r eet 0 0 Dolliver St. (SR 1)0 000 0 0 F ra d y L n .Dolli ver P ric e C a n y o n R d .Price Canyon Rd.B e l l o S t . F ra d y L n .Frady Ln.Fr ady Ln.US 101 SB Of f -Ramp0 0 0 0 0 M a in S t.0 0 000 P is m o A v e .0 0 0 P is m o A v e .000000 Map - General Plan Buildout Conditions (Year 2035)General Plan Buildout Conditions (Year 2035)PM WeekdayHatch Mott MacDonaldSynchro 81/29/20159715957691341243 064131156621310 4823124610103 263531 83253 811295572055372771175 Fourth Street145437157Five Cities Drive235290498858412313433322 Hotel Dwy.215Five Cities Drive2992537213811031141823517524Rd.171 El Camino Real00James Way000000000 000Five Cities DriveJames WayFrady Ln.F ra d y L n .James Way Map - General Plan Buildout Conditions (Year 2035)General Plan Buildout Conditions (Year 2035)PM WeekdayHatch Mott MacDonaldSynchro 81/29/2015211212166James Way103146126James Way1688429d.3441268 2695284865148790Oak Park Blvd.235772213 3 4 41529 63584422143928Camino Mercado264162 11724123919977294 Oak Park Blvd.8072228El Camino Real47089374El Camino Real2836901618030 0 00000 00W. Branch St.                             This page was intentionally left blank    Map - General Plan Buildout Conditions (Year 2035)General Plan Buildout Conditions (Year 2035) Summer Sunday Midday Hatch Mott MacDonald Synchro 8 1/29/2015 34535214340 21 16510921512 2 2 4 1 2 7 5 W a d s w o rth A v e .927293418152 6 5 2 81 2 3 5 1 4 8 1 4 9589525150629 2 2 6 7 4 US 101 NB Of f -Ramp9 9 4 5 330647 7 4 6 4 9 4 3 31 87 7 1810282 051 24 91 P o m e ro y A v e .127271131 3 9 5 7 9108201484 2 2 1 7 4 2 9 4 3 2 2 2 P o m e ro y A v e .0101 2 3 7 47 4 1 5 3 H in d s A v e n u e 1 956 96 35 7 5 6 1 9 2 113223725 5 4 3 6 4 6 3 2 1 0 H in d s A v e n u e 9 314114 3349074Pr i c e St . 3 4 3 5 0 3853342 2 8 9 1811017020 82 90187201 2 4 1 2 9 6 4 9 2 0 S tim s o n A v e n u e 475 13 54411 26 53 16 92 8 5 6 5 6 6 3 2 273 4393 46316 1 9 3 9 9 1 0 2 3 9 6 1 9 1 6 0 04 41000 7 5 57 9 3 4 1 1 9 O c e a n V ie w A v e n u e 162 630212515 2 1 92 4 1 1 6 2 1 1 6 98201611735173 0 4 0 72 3 1 1 5 5 6 8 6 87116 82115 7 3 07 1 1 2 7 6 4 2 5 19195 1 512384975 3 9 6 9 8 1 1 P C V 92045P B S M H P80112 4 5 3 54 8 0 0 0 000000 000Be ll o St. 0 0 0 000W a d s w o rth A v e .0000 0 0 0 0 0 B a y S t.000B a y S t.000 Pri c e St. 0 0 M a in S tre e t000 0 0 0 000 0 00H o llis te r A v e .000 0 0 0 000 00000000000 0 0000000 0 0 B a y S t.000 0 Price St. 0 0 H a rlo e A v e .0000US 101 SB Ramp0 0 0 S a n L u is A v e .000000Dolli ver St . (SR 1) 0 0 0 0 0 0 000S a n L u is A v e .0000 0 0 0 0 0 H a rlo e A v e .0 00H a rlo e A v e .0000 0 0 0 00 0 0 0 000P a rk A v e .0000 0 0 0 0 0 P a rk A v e .0 0 0 0000 0 0 00000 0 0 0Ad d ie S t.000 0 0 0 A d d ie S t. (S )0 0Cypress St r eet 0 0 Dolliver St. (SR 1)0 0000 0 F ra d y L n .T P00Dolliver St . (SRP ric e C a n y o n R d .B e l l o S t . F ra d y L n .Fr ady US 101 SB Of f -Ramp0 0 0 0 0 M a in S t.0 00 0 0 P is m o A v e .0 0 0 P is m o A v e .00000000Lemoore St.00 Price Canyon Rd.00 Map - General Plan Buildout Conditions (Year 2035)General Plan Buildout Conditions (Year 2035) Memorial Day Sunday Midday Hatch Mott MacDonald Synchro 8 1/29/2015 32644302266 38 27613524517 2 1 3 7 2 7 8 W a d s w o rth A v e .1418253118382 6 4 5 91 3 3 1 2 3 4 1 4 4 138354537701 3 9 3 1 42 4 US 101 NB Of f -Ramp9 3 5 8 366596 6 4 0 3 1 4 4 2 61 96 7 27184627422261 P o m e ro y A v e .117252101 2 4 5 5 1138161743 2 5 2 0 0 2 9 6 3 5 4 1 3 P o m e ro y A v e .3107 3 7 19 1 2 0 2 H in d s A v e n u e 17 078 6 05 1 3 9 2 1 0 0154218735 3 4 0 2 4 7 4 1 7 6 H in d s A v e n u e 9412414 84610861 6 3 6 3 3164292 911 82071155169213207219 7 2 0 2 1 3 8 0 2 4 S tim s o n A v e n u e 5248455712365 2 87 23 2 4 4 4 7 4 4 9 16383 45 67229 1 5 3 3 5 1 3 1 5 8 6 1 0 5 4 6 25 0 0132 8 7 0 1 0 2 1 4 5 3 3 6 O c e a n V ie w A v e n u e 2121423 25138 2 2 1 1 83 7 2 8 5 2 2 1 4 112333513155322 4 3 6 04 0 1 2 2 5 8 6 9 7 3112 6 1109 7 9 6 1 2 8 1 0 6 5 8 9 250135 71141547210 4 1 6 1 6 8 P C V 52045P B S M H P50151 8 5 4 25 5 0 0 0 000000000Be ll o St. 0 0 0 000W a d s w o rth A v e .0000 0 0 0 0 0 B a y S t.000B a y S t.000Pri c e St. 0 0 M a in S tre e t000 0 0 0 000 0 00H o llis te r A v e .000 0 0 0 000 00000000000 0 0000000 0 0 B a y S t.000 0 Price St. 0 0 H a rlo e A v e .0000US 101 SB Ramp0 0 0 S a n L u is A v e .000000Dolli ver St . (SR 1) 0 0 0 0 0 0 000S a n L u is A v e .0000 0 0 0 0 0 H a rlo e A v e .000 H a rlo e A v e .000 0 0 0 0 00 0 0 0 000P a rk A v e .0000 0 0 0 0 0 P a rk A v e .0 0 0 0000 0 0 00000 0 0 0Ad d ie S t.000 0 0 0 A d d ie S t. (S )0 0Cypress St r eet 0 0 Dolliver St. (SR 1)0 000 0 0 F ra d y L n .0 0 P D T T P00Dolliver St . (SR 1) 0 0 0 0 P ric e C a n y o n R d .B e l l o S t . F ra d y L n .Fr adyUS 101 SB Of f -Ramp0 6 3 98 1 5 0 0 M a in S t.0 000 0 P is m o A v e .0 0 0P is m o A v e .00000000Lemoore St.00 Price Canyon Rd.00 HCM 2010 TWSC PM Weekday 1: Shell Beach Rd./US 101 SB Off-Ramp & Avila Beach Dr.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 466 74 0 205 0 42 0 45 5 76 51 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 2 2 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - Yield Storage Length - - - - - - - - - - - 30 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 582 92 0 256 0 52 0 56 6 95 64 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 258 0 0 677 0 0 937 889 631 917 935 258 Stage 1 - - - - - - 631 631 - 258 258 - Stage 2 - - - - - - 306 258 - 659 677 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1307 - - 915 - - 245 282 481 253 265 781 Stage 1 - - - - - - 469 474 - 747 694 - Stage 2 - - - - - - 704 694 - 453 452 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1307 - - 915 - - 162 281 480 223 264 780 Mov Cap-2 Maneuver - - - - - - 162 281 - 223 264 - Stage 1 - - - - - - 468 473 - 746 693 - Stage 2 - - - - - - 558 693 - 400 451 - Approach EB WB NB SB HCM Control Delay, s 0 0 30.7 20.6 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 246 1307 - - 915 - - 261 780 HCM Lane V/C Ratio 0.442 ------0.388 0.082 HCM Control Delay (s) 30.7 0 - - 0 - - 27.3 10 HCM Lane LOS D A - - A - - D B HCM 95th %tile Q(veh) 2.1 0 - - 0 - - 1.7 0.3 HCM 2010 TWSC PM Weekday 2: Avila Beach Dr./US 101 NB Off-Ramp & Monte Rd.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Int Delay, s/veh 3.1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 125 0 202 8 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 156 0 252 10 0 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 263 0 - 0 258 258 Stage 1 - - - - 258 - Stage 2 - - - - 0 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1301 - - - 731 781 Stage 1 - - - - 785 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1301 - - - 643 781 Mov Cap-2 Maneuver - - - - 643 - Stage 1 - - - - 785 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 8.1 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1301 - - - 781 HCM Lane V/C Ratio 0.12 - - - 0.005 HCM Control Delay (s) 8.1 - - - 9.6 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0.4 - - - 0 HCM 2010 TWSC PM Weekday 3: Spyglass Dr./Mattie Rd. & US 101 NB Ramps General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 3 Intersection Int Delay, s/veh 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 163 1 5 131 57 0 0 22 43 Conflicting Peds, #/hr 0 0 0 0 0 0 3 0 0 0 0 3 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 140 - - 40 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 204 1 6 164 71 0 0 28 54 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 453 480 74 81 0 0 71 0 0 Stage 1 399 399 - - - - - - - Stage 2 54 81 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 565 485 988 1517 - - 1529 - - Stage 1 678 602 - - - - - - - Stage 2 969 828 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 502 0 986 1513 - - 1525 - - Mov Cap-2 Maneuver 502 0 - - - - - - - Stage 1 605 0 - - - - - - - Stage 2 967 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 16.7 5.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT NBRWBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1513 - - 502 986 1525 - - HCM Lane V/C Ratio 0.108 - - 0.406 0.008 - - - HCM Control Delay (s) 7.7 - - 17 8.7 0 - - HCM Lane LOS A - - C A A - - HCM 95th %tile Q(veh) 0.4 - - 1.9 0 0 - - HCM 2010 TWSC PM Weekday 4: Spyglass Dr. & US 101 SB Ramps General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Intersection Int Delay, s/veh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 36 1 318 0 0 0 0 152 129 13 172 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 320 - - - - - - 40 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 45 1 398 0 0 0 0 190 161 16 215 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 519 599 216 215 0 0 351 0 0 Stage 1 248 248 - - - - - - - Stage 2 271 351 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 517 415 824 1355 - - 1208 - - Stage 1 793 701 - - - - - - - Stage 2 775 632 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 510 0 823 1354 - - 1207 - - Mov Cap-2 Maneuver 510 0 - - - - - - - Stage 1 782 0 - - - - - - - Stage 2 775 0 - - - - - - - Approach EB NB SB HCM Control Delay, s 13.3 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2 SBL SBT SBR Capacity (veh/h) 1354 - - 510 823 1207 - - HCM Lane V/C Ratio - - - 0.091 0.483 0.013 - - HCM Control Delay (s) 0 - - 12.8 13.4 8 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.3 2.7 0 - - HCM 2010 AWSC PM Weekday 5: Spyglass Dr. & Shell Beach Rd.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 16.4 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 100 104 12 0 10 68 127 0 11 54 21 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 125 130 15 0 12 85 159 0 14 67 26 Number of Lanes 011101100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 2 3 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 1 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 3 2 HCM Control Delay 13.6 16.6 13.2 HCM LOS B C B Lane NBLn1 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 13% 100% 0% 0% 100% 0% 100% 0% 0% Vol Thru, % 63% 0% 100% 0% 0% 35% 0% 100% 0% Vol Right, % 24% 0% 0% 100% 0% 65% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 86 100 104 12 10 195 276 78 136 LT Vol 11 100 0 0 10 0 276 0 0 Through Vol 54 0 104 0 0 68 0 78 0 RT Vol 21 0 0 12 0 127 0 0 136 Lane Flow Rate 108 125 130 15 13 244 345 98 170 Geometry Grp 888888777 Degree of Util (X) 0.238 0.285 0.278 0.029 0.029 0.492 0.681 0.179 0.278 Departure Headway (Hd) 7.959 8.203 7.692 6.977 8.249 7.271 7.109 6.603 5.895 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 450 439 467 513 434 495 511 544 609 Service Time 5.713 5.951 5.439 4.724 5.995 5.016 4.847 4.34 3.632 HCM Lane V/C Ratio 0.24 0.285 0.278 0.029 0.03 0.493 0.675 0.18 0.279 HCM Control Delay 13.2 14.2 13.4 9.9 11.2 16.9 23.8 10.8 10.9 HCM Lane LOS BBBABCCBB HCM 95th-tile Q 0.9 1.2 1.1 0.1 0.1 2.7 5.1 0.6 1.1 HCM 2010 AWSC PM Weekday 5: Spyglass Dr. & Shell Beach Rd.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 276 78 136 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 345 97 170 Number of Lanes 0111 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 18.2 HCM LOS C Lane HCM 2010 AWSC PM Weekday 6: Terrace Ave. & Shell Beach Rd.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 3 Intersection Intersection Delay, s/veh 10.5 Intersection LOS B Movement EBU EBT EBR WBU WBL WBT NBU NBL NBR Vol, veh/h 0 308 17 0 9 147 0 13 16 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222 22 2 Mvmt Flow 0 385 21 0 11 184 0 16 20 Number of Lanes 0 10011 01 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 2 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 2 HCM Control Delay 11.4 9.1 8.3 HCM LOS B A A Lane NBLn1 EBLn1 WBLn1 WBLn2 Vol Left, % 45% 0% 100% 0% Vol Thru, % 0% 95% 0% 100% Vol Right, % 55% 5% 0% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 29 325 9 147 LT Vol 13 0 9 0 Through Vol 0 308 0 147 RT Vol 16 17 0 0 Lane Flow Rate 36 406 11 184 Geometry Grp 2577 Degree of Util (X) 0.051 0.487 0.017 0.245 Departure Headway (Hd) 5.026 4.313 5.418 4.915 Convergence, Y/N Yes Yes Yes Yes Cap 714 841 665 735 Service Time 3.048 2.321 3.118 2.615 HCM Lane V/C Ratio 0.05 0.483 0.017 0.25 HCM Control Delay 8.3 11.4 8.2 9.2 HCM Lane LOS ABAA HCM 95th-tile Q 0.2 2.7 0.1 1 HCM 2010 AWSC PM Weekday 7: Vista Del Mar & Shell Beach Rd.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Intersection Intersection Delay, s/veh 9.9 Intersection LOS A Movement EBU EBT EBR WBU WBL WBT NBU NBL NBR Vol, veh/h 0 287 37 0 6 141 0 15 4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222 22 2 Mvmt Flow 0 359 46 0 7 176 0 19 5 Number of Lanes 0 10001 01 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay 10.5 8.7 8.4 HCM LOS B A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 79% 0% 4% Vol Thru, % 0% 89% 96% Vol Right, % 21% 11% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 19 324 147 LT Vol 15 0 6 Through Vol 0 287 141 RT Vol 4 37 0 Lane Flow Rate 24 405 184 Geometry Grp 1 1 1 Degree of Util (X) 0.034 0.455 0.224 Departure Headway (Hd) 5.215 4.044 4.393 Convergence, Y/N Yes Yes Yes Cap 690 879 821 Service Time 3.223 2.122 2.395 HCM Lane V/C Ratio 0.035 0.461 0.224 HCM Control Delay 8.4 10.5 8.7 HCM Lane LOS A B A HCM 95th-tile Q 0.1 2.4 0.9 HCM 2010 AWSC PM Weekday 8: Esparto Ave. & Shell Beach Rd.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 5 Intersection Intersection Delay, s/veh 9.9 Intersection LOS A Movement EBU EBT EBR WBU WBL WBT NBU NBL NBR Vol, veh/h 0 279 13 0 14 216 0 6 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222 22 2 Mvmt Flow 0 349 16 0 17 270 0 7 11 Number of Lanes 0 10001 01 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay 10.3 9.6 8.2 HCM LOS B A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 40% 0% 6% Vol Thru, % 0% 96% 94% Vol Right, % 60% 4% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 15 292 230 LT Vol 6 0 14 Through Vol 0 279 216 RT Vol 9 13 0 Lane Flow Rate 19 365 288 Geometry Grp 1 1 1 Degree of Util (X) 0.026 0.421 0.34 Departure Headway (Hd) 5.04 4.156 4.353 Convergence, Y/N Yes Yes Yes Cap 715 854 831 Service Time 3.04 2.245 2.353 HCM Lane V/C Ratio 0.027 0.427 0.347 HCM Control Delay 8.2 10.3 9.6 HCM Lane LOS A B A HCM 95th-tile Q 0.1 2.1 1.5 HCM 2010 AWSC PM Weekday 9: Windward Ave. & Shell Beach Rd.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 6 Intersection Intersection Delay, s/veh 10.1 Intersection LOS B Movement EBU EBT EBR WBU WBL WBT NBU NBL NBR Vol, veh/h 0 286 10 0 10 219 0 19 4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222 22 2 Mvmt Flow 0 357 12 0 12 274 0 24 5 Number of Lanes 0 10001 01 0 Approach EB WB NB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 1 1 Conflicting Approach Right NB WB Conflicting Lanes Right 1 0 1 HCM Control Delay 10.6 9.7 8.7 HCM LOS B A A Lane NBLn1 EBLn1 WBLn1 Vol Left, % 83% 0% 4% Vol Thru, % 0% 97% 96% Vol Right, % 17% 3% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 23 296 229 LT Vol 19 0 10 Through Vol 0 286 219 RT Vol 4 10 0 Lane Flow Rate 29 370 286 Geometry Grp 1 1 1 Degree of Util (X) 0.043 0.44 0.349 Departure Headway (Hd) 5.4 4.284 4.389 Convergence, Y/N Yes Yes Yes Cap 663 844 822 Service Time 3.432 2.295 2.402 HCM Lane V/C Ratio 0.044 0.438 0.348 HCM Control Delay 8.7 10.6 9.7 HCM Lane LOS A B A HCM 95th-tile Q 0.1 2.3 1.6 HCM 2010 TWSC PM Weekday 10: Mattie Rd. & US 101 NB Ramps General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 5 Intersection Int Delay, s/veh 7.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 211 2 45 112 22 0 1 52 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 160 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 264 2 56 140 28 0 1 65 0 Major/Minor Minor1 Major1 Minor2 Conflicting Flow All 341 308 28 0 0 0 337 308 0 Stage 1 308 308 - - - - 0 0 - Stage 2 33 0 - - - - 337 308 - Critical Hdwy 6.42 6.52 6.22 - - - 6.42 6.52 - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 - - - - - - 5.42 5.52 - Follow-up Hdwy 3.518 4.018 3.318 - - - 3.518 4.018 - Pot Cap-1 Maneuver 655 606 1047 - - - 658 606 - Stage 1 745 660 - - - - - - - Stage 2 - - - - - - 723 660 - Platoon blocked, % - - Mov Cap-1 Maneuver 655 0 1047 - - - 658 0 - Mov Cap-2 Maneuver 655 0 - - - - 658 0 - Stage 1 745 0 - - - - - 0 - Stage 2 - 0 - - - - 723 0 - Approach WB NB SB HCM Control Delay, s 13.2 HCM LOS B - Minor Lane/Major Mvmt NBL NBT NBRWBLn1WBLn2SBLn1 Capacity (veh/h) - - - 655 1047 - HCM Lane V/C Ratio - - - 0.403 0.056 - HCM Control Delay (s) - - - 14.2 8.6 - HCM Lane LOS - - - B A - HCM 95th %tile Q(veh) - - - 1.9 0.2 - HCM 2010 Signalized Intersection Summary PM Weekday 12: Price St. & Mattie Rd.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 17 154 122 117 90 173 Number 5 2 6 16 7 14 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 21 192 152 146 112 216 Adj No. of Lanes 011011 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222 Cap, veh/h 192 577 292 280 520 464 Arrive On Green 0.33 0.33 0.33 0.33 0.29 0.29 Sat Flow, veh/h 81 1723 872 838 1774 1583 Grp Volume(v), veh/h 213 0 0 298 112 216 Grp Sat Flow(s),veh/h/ln 1804 0 0 1710 1774 1583 Q Serve(g_s), s 0.0 0.0 0.0 3.4 1.1 2.7 Cycle Q Clear(g_c), s 2.1 0.0 0.0 3.4 1.1 2.7 Prop In Lane 0.10 0.49 1.00 1.00 Lane Grp Cap(c), veh/h 769 0 0 573 520 464 V/C Ratio(X) 0.28 0.00 0.00 0.52 0.22 0.47 Avail Cap(c_a), veh/h 2368 0 0 2147 1447 1292 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 6.0 0.0 0.0 6.4 6.4 6.9 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.5 0.2 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.0 0.0 0.0 1.7 0.6 1.2 LnGrp Delay(d),s/veh 6.1 0.0 0.0 7.0 6.6 7.6 LnGrp LOS A A A A Approach Vol, veh/h 213 298 328 Approach Delay, s/veh 6.1 7.0 7.3 Approach LOS A A A Timer 12345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 12.9 11.0 12.9 Change Period (Y+Rc), s 4.9 4.0 4.9 Max Green Setting (Gmax), s 30.0 19.5 30.0 Max Q Clear Time (g_c+I1), s 4.1 4.7 5.4 Green Ext Time (p_c), s 2.6 0.9 2.5 Intersection Summary HCM 2010 Ctrl Delay 6.9 HCM 2010 LOS A HCM 2010 TWSC PM Weekday 13: Price St. & US 101 SB Off-Ramp General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 7 Intersection Int Delay, s/veh 2.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 236 210 0 68 41 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 120 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 295 262 0 85 51 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 263 0 - 0 558 263 Stage 1 - - - - 263 - Stage 2 - - - - 295 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1301 - - - 491 776 Stage 1 - - - - 781 - Stage 2 - - - - 755 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1301 - - - 491 776 Mov Cap-2 Maneuver - - - - 491 - Stage 1 - - - - 781 - Stage 2 - - - - 755 - Approach EB WB SB HCM Control Delay, s 0 0 12.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1301 - - - 491 776 HCM Lane V/C Ratio ----0.173 0.066 HCM Control Delay (s) 0 - - - 13.9 10 HCM Lane LOS A - - - B B HCM 95th %tile Q(veh) 0 - - - 0.6 0.2 HCM 2010 AWSC PM Weekday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 7 Intersection Intersection Delay, s/veh 16.8 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 150 145 0 16 97 0 0 157 0 13 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 194 188 0 21 125 0 0 203 0 17 Number of Lanes 001000100101 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 2 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 3 1 HCM Control Delay 21 13 16.5 HCM LOS C B C Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 14% 100% 0% 0% Vol Thru, % 0% 0% 51% 86% 0% 100% 0% Vol Right, % 0% 100% 49% 0% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 157 13 295 113 59 176 12 LT Vol 157 0 0 16 59 0 0 Through Vol 0 0 150 97 0 176 0 RT Vol 0 13 145 0 0 0 12 Lane Flow Rate 203 17 382 146 76 228 16 Geometry Grp 8877777 Degree of Util (X) 0.45 0.031 0.67 0.294 0.157 0.434 0.027 Departure Headway (Hd) 7.973 6.735 6.321 7.233 7.384 6.871 6.154 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 451 531 572 497 485 524 581 Service Time 5.724 4.486 4.059 4.982 5.129 4.616 3.898 HCM Lane V/C Ratio 0.45 0.032 0.668 0.294 0.157 0.435 0.028 HCM Control Delay 17.1 9.7 21 13 11.5 14.8 9.1 HCM Lane LOS C A C BBBA HCM 95th-tile Q 2.3 0.1 5 1.2 0.6 2.2 0.1 HCM 2010 AWSC PM Weekday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 8 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 59 176 12 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 76 228 16 Number of Lanes 0111 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 13.7 HCM LOS B Lane HCM 2010 TWSC PM Weekday 15: Bello St. & Bay St. & US 101 NB On-Ramp General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 8 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER Vol, veh/h 0 0 1 5 0 1 174 3 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free RT Channelized - - None - - None - None - - Storage Length - - - - - - 0 - - - Veh in Median Storage, # - 0 - - 0 - 0 - 0 - Grade, % - 0 - - 0 - 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 1 6 0 1 225 4 0 0 Major/Minor Minor2 Minor1 Major1 Conflicting Flow All 230 232 0 231 230 227 0 0 Stage 1 0 0 - 230 230 - - - Stage 2 230 232 - 1 0 - - - Critical Hdwy 6.42 6.52 - 6.42 6.52 6.22 - - Critical Hdwy Stg 1 - - - 5.42 5.52 - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - Follow-up Hdwy 3.518 4.018 - 3.518 4.018 3.318 - - Pot Cap-1 Maneuver 758 668 - 757 670 812 - - Stage 1 - - - 808 714 - - - Stage 2 808 713 - - - - - - Platoon blocked, %- Mov Cap-1 Maneuver 758 0 - 757 0 812 - - Mov Cap-2 Maneuver 758 0 - 757 0 - - - Stage 1 - 0 - 808 0 - - - Stage 2 808 0 - - 0 - - - Approach EB WB NB HCM Control Delay, s 9.7 HCM LOS - A Minor Lane/Major Mvmt NBL2 NBL NBREBLn1WBLn1 Capacity (veh/h)----766 HCM Lane V/C Ratio ----0.01 HCM Control Delay (s)----9.7 HCM Lane LOS ----A HCM 95th %tile Q(veh)----0 HCM 2010 TWSC PM Weekday 16: Dolliver St. (SR 1) & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 9 Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 6 10 25 32 14 15 10 169 52 8 314 6 Conflicting Peds, #/hr 2 0 8 8 0 2 22 0 9 9 0 22 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 13 32 41 18 19 13 219 67 10 406 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 744 759 440 747 729 282 422 0 0 294 0 0 Stage 1 439 439 - 286 286 - - - - - - - Stage 2 305 320 - 461 443 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 331 336 617 329 350 757 1137 - - 1268 - - Stage 1 597 578 - 721 675 - - - - - - - Stage 2 705 652 - 581 576 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 296 324 602 289 337 738 1116 - - 1245 - - Mov Cap-2 Maneuver 296 324 - 289 337 - - - - - - - Stage 1 585 568 - 706 661 - - - - - - - Stage 2 646 639 - 522 566 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.3 18.1 0.4 0.2 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1116 - - 442 353 1245 - - HCM Lane V/C Ratio 0.012 - - 0.12 0.224 0.008 - - HCM Control Delay (s) 8.3 0 - 14.3 18.1 7.9 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 0.4 0.8 0 - - HCM 2010 AWSC PM Weekday 17: Price St. & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 9 Intersection Intersection Delay, s/veh 10.2 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 4 56 17 0 28 39 69 0 9 72 50 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 5 72 22 0 36 50 89 0 12 93 65 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 2 Conflicting Approach Left SB NB EB Conflicting Lanes Left 2 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 2 1 HCM Control Delay 9.3 9.8 9.6 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 7% 5% 21% 100% 0% Vol Thru, % 55% 73% 29% 0% 95% Vol Right, % 38% 22% 51% 0% 5% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 131 77 136 62 195 LT Vol 9 4 28 62 0 Through Vol 72 56 39 0 186 RT Vol 50 17 69 0 9 Lane Flow Rate 169 100 176 80 252 Geometry Grp 52277 Degree of Util (X) 0.232 0.149 0.246 0.131 0.375 Departure Headway (Hd) 5.043 5.382 5.028 5.89 5.353 Convergence, Y/N Yes Yes Yes Yes Yes Cap 717 670 705 602 663 Service Time 3.043 3.382 3.119 3.686 3.148 HCM Lane V/C Ratio 0.236 0.149 0.25 0.133 0.38 HCM Control Delay 9.6 9.3 9.8 9.6 11.4 HCM Lane LOS AAAAB HCM 95th-tile Q 0.9 0.5 1 0.4 1.7 HCM 2010 AWSC PM Weekday 17: Price St. & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 10 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 62 186 9 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 80 241 12 Number of Lanes 0110 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 11 HCM LOS B Lane HCM 2010 TWSC PM Weekday 18: US 101 NB Off-Ramp & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 10 Intersection Int Delay, s/veh 5.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 135 0 0 26 110 66 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 175 0 0 34 142 85 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 175 0 209 175 Stage 1 - - - - 175 - Stage 2 - - - - 34 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1401 - 779 868 Stage 1 - - - - 855 - Stage 2 - - - - 988 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1401 - 779 868 Mov Cap-2 Maneuver - - - - 779 - Stage 1 - - - - 855 - Stage 2 - - - - 988 - Approach EB WB NB HCM Control Delay, s 0 0 10.3 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 779 868 - - 1401 - HCM Lane V/C Ratio 0.183 0.098 ---- HCM Control Delay (s) 10.7 9.6 - - 0 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.7 0.3 - - 0 - HCM 2010 AWSC PM Weekday 19: Bello St. & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 11 Intersection Intersection Delay, s/veh 8.9 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 77 98 26 0 32 11 20 0 7 70 17 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 100 127 34 0 41 14 26 0 9 91 22 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 9.4 8 8.5 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 7% 38% 51% 5% Vol Thru, % 74% 49% 17% 53% Vol Right, % 18% 13% 32% 42% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 94 201 63 19 LT Vol 7 77 32 1 Through Vol 70 98 11 10 RT Vol 17 26 20 8 Lane Flow Rate 122 260 81 25 Geometry Grp 1111 Degree of Util (X) 0.157 0.316 0.101 0.032 Departure Headway (Hd) 4.642 4.372 4.475 4.617 Convergence, Y/N Yes Yes Yes Yes Cap 773 824 801 775 Service Time 2.669 2.393 2.502 2.649 HCM Lane V/C Ratio 0.158 0.316 0.101 0.032 HCM Control Delay 8.5 9.4 8 7.8 HCM Lane LOS AAAA HCM 95th-tile Q 0.6 1.4 0.3 0.1 HCM 2010 AWSC PM Weekday 19: Bello St. & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 12 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 1 10 8 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 1 13 10 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 7.8 HCM LOS A Lane HCM 2010 TWSC PM Weekday 20: Dolliver St. (SR 1) & Main Street General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 11 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 8 7 36 9 1 9 14 236 19 7 369 19 Conflicting Peds, #/hr 8 0 16 16 0 8 56 0 23 23 0 56 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 9 47 12 1 12 18 305 25 9 477 25 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 900 906 562 922 906 390 518 0 0 346 0 0 Stage 1 524 524 - 370 370 - - - - - - - Stage 2 376 382 - 552 536 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 259 276 526 251 276 658 1048 - - 1213 - - Stage 1 537 530 - 650 620 - - - - - - - Stage 2 645 613 - 518 523 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 232 260 495 203 260 619 999 - - 1156 - - Mov Cap-2 Maneuver 232 260 - 203 260 - - - - - - - Stage 1 518 517 - 627 598 - - - - - - - Stage 2 589 592 - 435 510 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.5 17.9 0.5 0.1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 999 - - 380 303 1156 - - HCM Lane V/C Ratio 0.018 - - 0.174 0.081 0.008 - - HCM Control Delay (s) 8.7 0 - 16.5 17.9 8.1 0 - HCM Lane LOS A A - C C A A - HCM 95th %tile Q(veh) 0.1 - - 0.6 0.3 0 - - HCM 2010 TWSC PM Weekday 21: Cypress Street & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 17.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 77 99 20 0 1 0 0 1 0 Conflicting Peds, #/hr 0 0 0 168 0 295 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 100 128 26 0 1 0 0 1 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 297 297 296 1 0 0 296 0 0 Stage 1 296 296 - - - - - - - Stage 2 1 1 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 694 615 743 1622 - - 1265 - - Stage 1 755 668 - - - - - - - Stage 2 1022 895 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 523 0 560 1622 - - 1265 - - Mov Cap-2 Maneuver 523 0 - - - - - - - Stage 1 569 0 - - - - - - - Stage 2 1022 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 17.9 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 1622 - - 530 1265 - - HCM Lane V/C Ratio - - - 0.478 - - - HCM Control Delay (s) 0 - - 17.9 0 - - HCM Lane LOS A - - C A - - HCM 95th %tile Q(veh) 0 - - 2.6 0 - - HCM 2010 Signalized Intersection Summary PM Weekday 22: Dolliver St. (SR 1) & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 0 0 0 38 55 19 74 260 0 0 339 68 Number 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 0.91 1.00 1.00 1.00 0.87 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1900 1863 0 0 1863 1900 Adj Flow Rate, veh/h 49 71 25 96 336 0 0 438 88 Adj No. of Lanes 110010010 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222220022 Cap, veh/h 722 522 184 155 498 0 0 692 139 Arrive On Green 0.41 0.41 0.41 0.16 0.16 0.00 0.00 0.47 0.47 Sat Flow, veh/h 1774 1282 451 173 1053 0 0 1464 294 Grp Volume(v), veh/h 49 0 96 432 0000526 Grp Sat Flow(s),veh/h/ln 1774 0 1733 1226 00001758 Q Serve(g_s), s 1.0 0.0 2.1 8.3 0.0 0.0 0.0 0.0 13.5 Cycle Q Clear(g_c), s 1.0 0.0 2.1 21.8 0.0 0.0 0.0 0.0 13.5 Prop In Lane 1.00 0.26 0.22 0.00 0.00 0.17 Lane Grp Cap(c), veh/h 722 0 706 653 0000831 V/C Ratio(X) 0.07 0.00 0.14 0.66 0.00 0.00 0.00 0.00 0.63 Avail Cap(c_a), veh/h 722 0 706 750 0000946 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.95 0.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 10.8 0.0 11.2 22.1 0.0 0.0 0.0 0.0 11.9 Incr Delay (d2), s/veh 0.2 0.0 0.4 1.5 0.0 0.0 0.0 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.5 0.0 1.1 7.2 0.0 0.0 0.0 0.0 6.8 LnGrp Delay(d),s/veh 11.0 0.0 11.6 23.5 0.0 0.0 0.0 0.0 13.3 LnGrp LOS B B C B Approach Vol, veh/h 145 432 526 Approach Delay, s/veh 11.4 23.5 13.3 Approach LOS B C B Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 32.1 27.9 32.1 Change Period (Y+Rc), s 3.7 3.5 3.7 Max Green Setting (Gmax), s 32.3 20.5 32.3 Max Q Clear Time (g_c+I1), s 15.5 4.1 23.8 Green Ext Time (p_c), s 7.2 0.3 4.6 Intersection Summary HCM 2010 Ctrl Delay 17.1 HCM 2010 LOS B HCM 2010 AWSC PM Weekday 23: Price St. & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 13 Intersection Intersection Delay, s/veh 10.1 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0000001001011652 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0000001001312133 Number of Lanes 000000100110 Approach WB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left NB Conflicting Lanes Left 2 0 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 HCM Control Delay 8.5 9.3 HCM LOS A A Lane NBLn1 NBLn2 WBLn1 SBLn1 Vol Left, % 100% 0% 0% 4% Vol Thru, % 0% 99% 100% 90% Vol Right, % 0% 1% 0% 7% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 101 167 1 285 LT Vol 101 0 0 10 Through Vol 0 165 1 256 RT Vol 0 2 0 19 Lane Flow Rate 131 216 1 369 Geometry Grp 7725 Degree of Util (X) 0.189 0.282 0.002 0.445 Departure Headway (Hd) 5.214 4.704 5.462 4.348 Convergence, Y/N Yes Yes Yes Yes Cap 683 758 657 833 Service Time 2.98 2.47 3.481 2.348 HCM Lane V/C Ratio 0.192 0.285 0.002 0.443 HCM Control Delay 9.2 9.3 8.5 10.8 HCM Lane LOS AAAB HCM 95th-tile Q 0.7 1.2 0 2.3 HCM 2010 AWSC PM Weekday 23: Price St. & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 14 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 10 256 19 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 13 331 25 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right Conflicting Lanes Right 0 HCM Control Delay 10.8 HCM LOS B Lane HCM 2010 AWSC PM Weekday 24: Cypress Street & Hinds Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 15 Intersection Intersection Delay, s/veh 7.9 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 96 40 000000060 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 124 52 000000078 Number of Lanes 001000000001 Approach EB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 Conflicting Approach Right NB Conflicting Lanes Right 1 0 HCM Control Delay 8.1 7.2 HCM LOS A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 0% 0% 46% Vol Thru, % 0% 71% 54% Vol Right, % 100% 29% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 60 136 68 LT Vol 0 0 31 Through Vol 0 96 37 RT Vol 60 40 0 Lane Flow Rate 78 176 88 Geometry Grp 1 1 1 Degree of Util (X) 0.082 0.197 0.107 Departure Headway (Hd) 3.818 4.041 4.395 Convergence, Y/N Yes Yes Yes Cap 944 876 803 Service Time 1.818 2.12 2.489 HCM Lane V/C Ratio 0.083 0.201 0.11 HCM Control Delay 7.2 8.1 8 HCM Lane LOS A A A HCM 95th-tile Q 0.3 0.7 0.4 HCM 2010 AWSC PM Weekday 24: Cypress Street & Hinds Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 16 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 31 37 0 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 40 48 0 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left Conflicting Lanes Left 0 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 8 HCM LOS A Lane HCM 2010 Signalized Intersection Summary PM Weekday 25: Dolliver St. (SR 1) & Hinds Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 49 70 40 000029658323500 Number 5 2 12 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 0 1863 1900 1900 1863 0 Adj Flow Rate, veh/h 63 91 52 0 383 75 41 453 0 Adj No. of Lanes 0 2 0 010010 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 0 022220 Cap, veh/h 125 184 107 0 1148 225 128 1289 0 Arrive On Green 0.12 0.12 0.12 0.00 0.76 0.76 1.00 1.00 0.00 Sat Flow, veh/h 1040 1534 895 0 1511 296 83 1696 0 Grp Volume(v), veh/h 110 0 96 0 0 458 494 0 0 Grp Sat Flow(s),veh/h/ln 1811 0 1658 0 0 1807 1779 0 0 Q Serve(g_s), s 3.4 0.0 3.3 0.0 0.0 4.9 0.0 0.0 0.0 Cycle Q Clear(g_c), s 3.4 0.0 3.3 0.0 0.0 4.9 0.0 0.0 0.0 Prop In Lane 0.57 0.54 0.00 0.16 0.08 0.00 Lane Grp Cap(c), veh/h 217 0 199 0 0 1373 1417 0 0 V/C Ratio(X) 0.50 0.00 0.48 0.00 0.00 0.33 0.35 0.00 0.00 Avail Cap(c_a), veh/h 498 0 456 0 0 1373 1417 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.00 1.00 0.69 0.00 0.00 Uniform Delay (d), s/veh 24.7 0.0 24.7 0.0 0.0 2.3 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.7 0.0 0.7 0.0 0.0 0.7 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.7 0.0 1.5 0.0 0.0 2.5 0.2 0.0 0.0 LnGrp Delay(d),s/veh 25.4 0.0 25.4 0.0 0.0 3.0 0.5 0.0 0.0 LnGrp LOS C C A A Approach Vol, veh/h 206 458 494 Approach Delay, s/veh 25.4 3.0 0.5 Approach LOS C A A Timer 12345678 Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 10.7 49.3 49.3 Change Period (Y+Rc), s 3.5 3.7 3.7 Max Green Setting (Gmax), s 16.5 36.3 36.3 Max Q Clear Time (g_c+I1), s 5.4 2.0 6.9 Green Ext Time (p_c), s 0.6 6.4 6.3 Intersection Summary HCM 2010 Ctrl Delay 5.9 HCM 2010 LOS A HCM 2010 Signalized Intersection Summary PM Weekday 26: Price St. & Hinds Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 23 74 81 750 0 73 0 176 210 10 243 0 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 0 1863 1900 1900 1863 0 Adj Flow Rate, veh/h 30 96 105 1058 0 0 0 228 272 13 314 0 Adj No. of Lanes 110210020020 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222022220 Cap, veh/h 308 141 154 1300 683 0 0 428 381 88 797 0 Arrive On Green 0.17 0.17 0.17 0.37 0.00 0.00 0.00 0.24 0.24 0.24 0.24 0.00 Sat Flow, veh/h 1774 811 887 3548 1863 0 0 1863 1577 45 3378 0 Grp Volume(v), veh/h 30 0 201 1058 0 0 0 228 272 173 154 0 Grp Sat Flow(s),veh/h/ln 1774 0 1697 1774 1863 0 0 1770 1577 1728 1610 0 Q Serve(g_s), s 0.7 0.0 5.6 13.6 0.0 0.0 0.0 5.7 8.0 0.1 4.0 0.0 Cycle Q Clear(g_c), s 0.7 0.0 5.6 13.6 0.0 0.0 0.0 5.7 8.0 8.0 4.0 0.0 Prop In Lane 1.00 0.52 1.00 0.00 0.00 1.00 0.07 0.00 Lane Grp Cap(c), veh/h 308 0 294 1300 683 0 0 428 381 495 390 0 V/C Ratio(X) 0.10 0.00 0.68 0.81 0.00 0.00 0.00 0.53 0.71 0.35 0.39 0.00 Avail Cap(c_a), veh/h 739 0 707 1654 868 0 0 509 453 573 463 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 17.5 0.0 19.5 14.4 0.0 0.0 0.0 16.6 17.5 16.0 16.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 2.8 2.6 0.0 0.0 0.0 1.0 4.2 0.4 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.4 0.0 2.9 7.1 0.0 0.0 0.0 2.8 3.9 2.1 1.9 0.0 LnGrp Delay(d),s/veh 17.7 0.0 22.3 17.0 0.0 0.0 0.0 17.7 21.7 16.4 16.7 0.0 LnGrp LOS B C B B C B B Approach Vol, veh/h 231 1058 500 327 Approach Delay, s/veh 21.7 17.0 19.9 16.5 Approach LOS C B B B Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 16.2 12.2 16.2 22.0 Change Period (Y+Rc), s 4.0 3.5 4.0 3.5 Max Green Setting (Gmax), s 14.5 21.0 14.5 23.5 Max Q Clear Time (g_c+I1), s 10.0 7.6 10.0 15.6 Green Ext Time (p_c), s 2.1 1.0 2.1 2.9 Intersection Summary HCM 2010 Ctrl Delay 18.1 HCM 2010 LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 2010 TWSC PM Weekday 27: Hinds Avenue & US 101 SB Off-Ramp General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 12 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 294 752 0 20 71 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 160 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 380 973 0 26 92 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 973 0 - 0 1353 486 Stage 1 - - - - 973 - Stage 2 - - - - 380 - Critical Hdwy 4.14 - - - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy 2.22 - - - 3.519 3.319 Pot Cap-1 Maneuver 704 - - - 153 528 Stage 1 - - - - 328 - Stage 2 - - - - 690 - Platoon blocked, % - - - Mov Cap-1 Maneuver 704 - - - 153 528 Mov Cap-2 Maneuver - - - - 153 - Stage 1 - - - - 328 - Stage 2 - - - - 690 - Approach EB WB SB HCM Control Delay, s 0 0 17.6 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 704 - - - 153 528 HCM Lane V/C Ratio ----0.169 0.174 HCM Control Delay (s) 0 - - - 33.3 13.2 HCM Lane LOS A - - - D B HCM 95th %tile Q(veh) 0 - - - 0.6 0.6 HCM 2010 TWSC PM Weekday 28: Bello St. & Hinds Avenue/Price Canyon Rd.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 13 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 49 216 29 1 688 40 9 6 0 2 2 55 Conflicting Peds, #/hr 0 0 1 1 0 0 1 0 0 0 0 1 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - Yield - - Yield Storage Length 50 - - 65 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 63 279 38 1 890 52 12 8 0 3 3 71 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 943 0 0 318 0 0 1347 1371 300 1349 1364 918 Stage 1 - - - - - - 426 426 - 919 919 - Stage 2 - - - - - - 921 945 - 430 445 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 727 - - 1242 - - 128 146 740 128 148 329 Stage 1 - - - - - - 606 586 - 325 350 - Stage 2 - - - - - - 324 340 - 603 575 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 726 - - 1241 - - 92 133 739 114 135 328 Mov Cap-2 Maneuver - - - - - - 92 133 - 114 135 - Stage 1 - - - - - - 553 535 - 297 349 - Stage 2 - - - - - - 251 339 - 542 525 - Approach EB WB NB SB HCM Control Delay, s 1.7 0 46.9 18 HCM LOS E C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 105 726 - - 1241 - - 352 HCM Lane V/C Ratio 0.185 0.087 - - 0.001 - - 0.217 HCM Control Delay (s) 46.9 10.4 - - 7.9 - - 18 HCM Lane LOS E B - - A - - C HCM 95th %tile Q(veh) 0.6 0.3 - - 0 - - 0.8 HCM 2010 TWSC PM Weekday 29: Price Canyon Rd. & Lemoore St.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 14 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 3 9 5 213 732 6 Conflicting Peds, #/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 70 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 12 6 276 947 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1239 952 955 0 - 0 Stage 1 951 - - - - - Stage 2 288 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 194 315 720 - - - Stage 1 375 - - - - - Stage 2 761 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 192 315 719 - - - Mov Cap-2 Maneuver 192 - - - - - Stage 1 375 - - - - - Stage 2 755 - - - - - Approach EB NB SB HCM Control Delay, s 19 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 719 - 272 - - HCM Lane V/C Ratio 0.009 - 0.057 - - HCM Control Delay (s) 10.1 - 19 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 2010 TWSC PM Weekday 30: Cypress Street & Stimson Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 15 Intersection Int Delay, s/veh 6.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 30 9 8 46 25 2 23 5 18 48 9 Conflicting Peds, #/hr 4 0 8 8 0 4 70 0 35 35 0 70 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 39 12 10 60 32 3 30 6 23 62 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 214 171 146 194 174 111 82 0 0 44 0 0 Stage 1 122 122 - 46 46 - - - - - - - Stage 2 92 49 - 148 128 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 743 722 901 765 719 942 1515 - - 1564 - - Stage 1 882 795 - 968 857 - - - - - - - Stage 2 915 854 - 855 790 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 617 700 843 667 697 881 1427 - - 1473 - - Mov Cap-2 Maneuver 617 700 - 667 697 - - - - - - - Stage 1 874 777 - 960 850 - - - - - - - Stage 2 770 847 - 742 772 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.5 10.6 0.5 1.8 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1427 - - 714 743 1473 - - HCM Lane V/C Ratio 0.002 - - 0.08 0.138 0.016 - - HCM Control Delay (s) 7.5 0 - 10.5 10.6 7.5 0 - HCM Lane LOS A A -BBAA - HCM 95th %tile Q(veh) 0 - - 0.3 0.5 0 - - HCM 2010 TWSC PM Weekday 31: Dolliver St. (SR 1) & Stimson Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 8.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 28 14 46 29 9 28 328 7 13 341 32 Conflicting Peds, #/hr 51 0 5 5 0 51 26 0 18 18 0 26 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 19 36 18 60 38 12 36 424 9 17 441 41 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1103 1083 518 1105 1078 506 492 0 0 484 0 0 Stage 1 526 526 - 552 552 - - - - - - - Stage 2 577 557 - 553 526 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 189 217 558 188 219 566 1071 - - 1079 - - Stage 1 535 529 - 518 515 - - - - - - - Stage 2 502 512 - 517 529 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 139 186 523 138 188 530 1048 - - 1056 - - Mov Cap-2 Maneuver 139 186 - 138 188 - - - - - - - Stage 1 489 495 - 474 471 - - - - - - - Stage 2 422 468 - 443 495 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 33.1 60.4 0.7 0.3 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1048 - - 200 166 1056 - - HCM Lane V/C Ratio 0.035 - - 0.369 0.655 0.016 - - HCM Control Delay (s) 8.6 0 - 33.1 60.4 8.5 0 - HCM Lane LOS A A - D F A A - HCM 95th %tile Q(veh) 0.1 - - 1.6 3.7 0 - - HCM 2010 TWSC PM Weekday 32: Price St. & Stimson Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 17 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 0 42 0 0 2 27 365 1 1 1012 65 Conflicting Peds, #/hr 0 0 0 0 0 0 19 0 0 0 0 19 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 30 - - 30 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 13 0 54 0 0 3 35 472 1 1 1309 84 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1897 1897 716 1200 1939 492 1393 0 0 473 0 0 Stage 1 1354 1354 - 543 543 - - - - - - - Stage 2 543 543 - 657 1396 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 47 69 373 151 65 576 487 - - 1089 - - Stage 1 158 217 - 523 519 - - - - - - - Stage 2 523 519 - 421 207 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 42 62 367 117 58 567 479 - - 1072 - - Mov Cap-2 Maneuver 42 62 - 117 58 - - - - - - - Stage 1 142 216 - 471 468 - - - - - - - Stage 2 462 468 - 352 206 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 37.4 11.4 0.9 0 HCM LOS E B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 479 - - 42 367 - 567 1072 - - HCM Lane V/C Ratio 0.073 - - 0.308 0.148 - 0.005 0.001 - - HCM Control Delay (s) 13.1 0 - 125.1 16.5 0 11.4 8.4 0 - HCM Lane LOS B A - F C ABAA - HCM 95th %tile Q(veh) 0.2 - - 1 0.5 - 0 0 - - HCM 2010 TWSC PM Weekday 33: Cypress Street & Ocean View Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 18 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 7 6 10 27 9 0 18 5 2 56 8 Conflicting Peds, #/hr 8 0 14 14 0 8 65 0 20 20 0 65 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 9 8 13 35 12 0 23 6 3 72 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 161 141 157 146 143 106 97 0 0 44 0 0 Stage 1 97 97 - 41 41 - - - - - - - Stage 2 64 44 - 105 102 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 804 750 889 823 748 948 1496 - - 1564 - - Stage 1 910 815 - 974 861 - - - - - - - Stage 2 947 858 - 901 811 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 713 731 831 754 729 886 1415 - - 1479 - - Mov Cap-2 Maneuver 713 731 - 754 729 - - - - - - - Stage 1 899 804 - 963 851 - - - - - - - Stage 2 848 848 - 833 800 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.9 10.1 0 0.2 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1415 - - 756 761 1479 - - HCM Lane V/C Ratio - - - 0.031 0.078 0.002 - - HCM Control Delay (s) 0 - - 9.9 10.1 7.4 0 - HCM Lane LOS A - -ABAA - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 - - HCM 2010 TWSC PM Weekday 34: Dolliver St. (SR 1) & Ocean View Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 19 Intersection Int Delay, s/veh 32.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 13 4 131 29 22 8 337 54 24 367 7 Conflicting Peds, #/hr 6 0 9 9 0 6 18 0 11 11 0 18 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 17 5 169 38 28 10 436 70 31 475 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1084 1085 506 1062 1056 498 493 0 0 515 0 0 Stage 1 550 550 - 501 501 - - - - - - - Stage 2 534 535 - 561 555 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 194 217 566 201 225 572 1071 - - 1051 - - Stage 1 519 516 - 552 543 - - - - - - - Stage 2 530 524 - 512 513 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 149 202 553 175 210 559 1055 - - 1035 - - Mov Cap-2 Maneuver 149 202 - 175 210 - - - - - - - Stage 1 508 491 - 541 532 - - - - - - - Stage 2 455 513 - 463 488 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 23.7 175.6 0.2 0.5 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1055 - - 218 197 1035 - - HCM Lane V/C Ratio 0.01 - - 0.119 1.195 0.03 - - HCM Control Delay (s) 8.4 0 - 23.7 175.6 8.6 0 - HCM Lane LOS A A - C F A A - HCM 95th %tile Q(veh) 0 - - 0.4 12.1 0.1 - - HCM 2010 TWSC PM Weekday 35: Price St. & Ocean View Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 20 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 8 1 91 0 0 0 100 393 0 2 977 83 Conflicting Peds, #/hr 3 0 0 0 0 0 12 0 0 4 0 12 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - Stop Storage Length - - 30 - - - 40 - - 25 - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 1 118 0 0 0 129 508 0 3 1264 107 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2039 2039 1279 2040 2039 520 1267 0 0 508 0 0 Stage 1 1272 1272 - 767 767 - - - - - - - Stage 2 767 767 - 1273 1272 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 42 57 203 42 57 556 548 - - 1057 - - Stage 1 206 239 - 395 411 - - - - - - - Stage 2 395 411 - 205 239 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 34 43 200 14 43 550 543 - - 1046 - - Mov Cap-2 Maneuver 34 43 - 14 43 - - - - - - - Stage 1 157 238 - 301 313 - - - - - - - Stage 2 298 313 - 83 238 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 55.5 0 2.8 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 543 - - 35 200 - 1046 - - HCM Lane V/C Ratio 0.238 - - 0.333 0.589 - 0.002 - - HCM Control Delay (s) 13.7 - - 152.5 45.9 0 8.4 - - HCM Lane LOS B - - F E A A - - HCM 95th %tile Q(veh) 0.9 - - 1.1 3.3 - 0 - - HCM Unsignalized Intersection Capacity Analysis PM Weekday 36: Dolliver St. (SR 1) & Cypress St./Mobile Home Park General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 13 0 55 2063391684694 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 17 0 71 30845068106075 Pedestrians 7 14 11 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 Percent Blockage 1 1 1 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 535 pX, platoon unblocked 0.85 0.85 0.85 0.85 0.85 0.85 vC, conflicting volume 1169 1172 616 1230 1171 535 619 528 vC1, stage 1 conf vol 637 637 531 531 vC2, stage 2 conf vol 532 535 698 640 vCu, unblocked vol 1113 1116 616 1184 1115 370 619 361 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 95 100 85 99 100 99 100 99 cM capacity (veh/h) 368 372 488 312 373 565 956 1011 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 88 10 4 514 10 612 Volume Left 17 3 4 0 10 0 Volume Right 71 80805 cSH 459 470 956 1700 1011 1700 Volume to Capacity 0.19 0.02 0.00 0.30 0.01 0.36 Queue Length 95th (ft) 18 20010 Control Delay (s) 14.7 12.8 8.8 0.0 8.6 0.0 Lane LOS B B A A Approach Delay (s) 14.7 12.8 0.1 0.1 Approach LOS B B Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 42.7% ICU Level of Service A Analysis Period (min) 15 HCM 2010 Signalized Intersection Summary PM Weekday 37: Dolliver St. (SR 1) & PCV/PBSMHP General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 37 0 22 5 0 11 16 352 2 11 473 42 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 0.99 1.00 0.94 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 51 0 31 7 0 15 22 490 3 15 658 58 Adj No. of Lanes 010010110110 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 246 28 78 152 35 147 48 1035 6 34 925 82 Arrive On Green 0.14 0.00 0.14 0.14 0.00 0.14 0.03 0.56 0.56 0.02 0.55 0.55 Sat Flow, veh/h 729 200 565 247 251 1066 1774 1849 11 1774 1677 148 Grp Volume(v), veh/h 82 0 0 22 0 0 22 0 493 15 0 716 Grp Sat Flow(s),veh/h/ln 1495 0 0 1564 0 0 1774 0 1861 1774 0 1825 Q Serve(g_s), s 0.8 0.0 0.0 0.0 0.0 0.0 0.5 0.0 6.4 0.3 0.0 11.6 Cycle Q Clear(g_c), s 1.9 0.0 0.0 0.5 0.0 0.0 0.5 0.0 6.4 0.3 0.0 11.6 Prop In Lane 0.62 0.38 0.32 0.68 1.00 0.01 1.00 0.08 Lane Grp Cap(c), veh/h 351 0 0 333 0 0 48 0 1041 34 0 1007 V/C Ratio(X) 0.23 0.00 0.00 0.07 0.00 0.00 0.46 0.00 0.47 0.44 0.00 0.71 Avail Cap(c_a), veh/h 783 0 0 781 0 0 221 0 1204 221 0 1181 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 15.7 0.0 0.0 15.1 0.0 0.0 19.3 0.0 5.3 19.5 0.0 6.6 Incr Delay (d2), s/veh 0.3 0.0 0.0 0.1 0.0 0.0 2.5 0.0 0.3 3.3 0.0 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.8 0.0 0.0 0.2 0.0 0.0 0.3 0.0 3.2 0.2 0.0 6.2 LnGrp Delay(d),s/veh 16.0 0.0 0.0 15.2 0.0 0.0 21.8 0.0 5.6 22.8 0.0 8.3 LnGrp LOS B B C A C A Approach Vol, veh/h 82 22 515 731 Approach Delay, s/veh 16.0 15.2 6.3 8.6 Approach LOS BBAA Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 9.0 4.6 26.6 9.0 4.3 26.9 Change Period (Y+Rc), s 3.5 3.5 4.4 3.5 3.5 4.4 Max Green Setting (Gmax), s 17.6 5.0 26.0 17.6 5.0 26.0 Max Q Clear Time (g_c+I1), s 3.9 2.5 13.6 2.5 2.3 8.4 Green Ext Time (p_c), s 0.3 0.0 6.3 0.3 0.0 7.8 Intersection Summary HCM 2010 Ctrl Delay 8.3 HCM 2010 LOS A HCM 2010 AWSC PM Weekday 39: Fourth Street/Paseo Ladera Ln. & James Way General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 17 Intersection Intersection Delay, s/veh 10.6 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 57 117 0 139 55 1 0 120 1 217 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 69 142 0 169 67 1 0 146 1 264 Number of Lanes 001101100011 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 2 2 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 2 2 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 1 2 HCM Control Delay 9.4 11.2 10.9 HCM LOS A B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 Vol Left, % 99% 0% 0% 0% 100% 0% 75% Vol Thru, % 1% 0% 100% 0% 0% 98% 25% Vol Right, % 0% 100% 0% 100% 0% 2% 0% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 121 217 57 117 139 56 4 LT Vol 120 0 0 0 139 0 3 Through Vol 1 0 57 0 0 55 1 RT Vol 0 217 0 117 0 1 0 Lane Flow Rate 147 264 69 142 169 68 5 Geometry Grp 7777776 Degree of Util (X) 0.254 0.366 0.116 0.21 0.303 0.112 0.009 Departure Headway (Hd) 6.316 5.111 6.009 5.3 6.439 5.92 6.565 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 572 708 600 681 562 609 546 Service Time 4.016 2.811 3.716 3.007 4.145 3.626 4.592 HCM Lane V/C Ratio 0.257 0.373 0.115 0.209 0.301 0.112 0.009 HCM Control Delay 11.2 10.7 9.5 9.4 11.9 9.4 9.7 HCM Lane LOS BBAABAA HCM 95th-tile Q 1 1.7 0.4 0.8 1.3 0.4 0 HCM 2010 Signalized Intersection Summary PM Weekday 40: Fourth Street & US 101 NB Ramps General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 0 0 0 375 0 84 392 254 0 0 214 43 Number 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 0 0 1863 1900 Adj Flow Rate, veh/h 501 0 112 524 340 0 0 286 57 Adj No. of Lanes 110220020 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222220022 Cap, veh/h 625 0 558 700 1571 0 0 445 87 Arrive On Green 0.35 0.00 0.35 0.20 0.44 0.00 0.00 0.15 0.15 Sat Flow, veh/h 1774 0 1583 3442 3632 0 0 3042 579 Grp Volume(v), veh/h 501 0 112 524 340 0 0 170 173 Grp Sat Flow(s),veh/h/ln 1774 0 1583 1721 1770 0 0 1770 1758 Q Serve(g_s), s 10.5 0.0 2.0 5.9 2.4 0.0 0.0 3.7 3.8 Cycle Q Clear(g_c), s 10.5 0.0 2.0 5.9 2.4 0.0 0.0 3.7 3.8 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.33 Lane Grp Cap(c), veh/h 625 0 558 700 1571 0 0 267 265 V/C Ratio(X) 0.80 0.00 0.20 0.75 0.22 0.00 0.00 0.64 0.65 Avail Cap(c_a), veh/h 1108 0 989 859 1783 0 0 291 290 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 12.1 0.0 9.3 15.5 7.1 0.0 0.0 16.5 16.5 Incr Delay (d2), s/veh 2.4 0.0 0.2 2.9 0.1 0.0 0.0 4.0 4.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 5.4 0.0 0.9 3.0 1.2 0.0 0.0 2.1 2.2 LnGrp Delay(d),s/veh 14.5 0.0 9.5 18.4 7.1 0.0 0.0 20.5 21.1 LnGrp LOS B A B A C C Approach Vol, veh/h 613 864 343 Approach Delay, s/veh 13.6 13.9 20.8 Approach LOS B B C Timer 12345678 Assigned Phs 3 4 6 8 Phs Duration (G+Y+Rc), s 12.1 10.4 18.8 22.5 Change Period (Y+Rc), s 3.7 * 4.2 4.2 * 4.2 Max Green Setting (Gmax), s 10.3 * 6.8 25.8 * 21 Max Q Clear Time (g_c+I1), s 7.9 5.8 12.5 4.4 Green Ext Time (p_c), s 0.5 0.4 2.0 3.5 Intersection Summary HCM 2010 Ctrl Delay 15.1 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. HCM 2010 Signalized Intersection Summary PM Weekday 41: Outlet Mall Driveway/US 101 SB Ramps & Five Cities Drive General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 66 105 4 46 167 43 15 26 43 591 58 142 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 0.98 0.99 0.97 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 88 140 5 62 223 57 20 35 57 790 78 190 Adj No. of Lanes 120111110210 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 267 951 34 376 509 420 475 170 277 1146 155 378 Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.27 0.32 0.32 0.32 Sat Flow, veh/h 1077 3484 124 1221 1863 1537 1774 635 1034 3548 481 1171 Grp Volume(v), veh/h 88 71 74 62 223 57 20 0 92 790 0 268 Grp Sat Flow(s),veh/h/ln 1077 1770 1838 1221 1863 1537 1774 0 1669 1774 0 1652 Q Serve(g_s), s 6.6 2.7 2.8 3.6 8.9 2.5 0.8 0.0 3.8 17.5 0.0 11.8 Cycle Q Clear(g_c), s 15.5 2.7 2.8 6.4 8.9 2.5 0.8 0.0 3.8 17.5 0.0 11.8 Prop In Lane 1.00 0.07 1.00 1.00 1.00 0.62 1.00 0.71 Lane Grp Cap(c), veh/h 267 483 502 376 509 420 475 0 446 1146 0 533 V/C Ratio(X) 0.33 0.15 0.15 0.16 0.44 0.14 0.04 0.00 0.21 0.69 0.00 0.50 Avail Cap(c_a), veh/h 267 483 502 376 509 420 475 0 446 1146 0 533 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.5 24.8 24.8 27.2 27.0 24.7 24.4 0.0 25.6 26.6 0.0 24.6 Incr Delay (d2), s/veh 3.3 0.6 0.6 0.9 2.7 0.7 0.2 0.0 1.0 3.4 0.0 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 2.2 1.4 1.5 1.3 5.0 1.2 0.4 0.0 1.9 9.1 0.0 5.9 LnGrp Delay(d),s/veh 36.7 25.4 25.4 28.2 29.8 25.4 24.6 0.0 26.6 30.0 0.0 28.0 LnGrp LOS DCCCCCC CC C Approach Vol, veh/h 233 342 112 1058 Approach Delay, s/veh 29.7 28.8 26.3 29.5 Approach LOS CCCC Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 29.2 33.3 29.2 27.6 Change Period (Y+Rc), s 4.6 * 4.2 4.6 3.5 Max Green Setting (Gmax), s 24.6 * 29 24.6 24.1 Max Q Clear Time (g_c+I1), s 17.5 19.5 10.9 5.8 Green Ext Time (p_c), s 1.7 3.5 2.5 0.3 Intersection Summary HCM 2010 Ctrl Delay 29.2 HCM 2010 LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 2010 Signalized Intersection Summary PM Weekday 42: Fourth Street & Five Cities Drive General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 191 236 405 69 68 100 118 355 128 109 271 18 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 255 316 541 92 91 134 158 475 171 146 362 24 Adj No. of Lanes 111110120111 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 297 525 428 103 117 173 198 817 292 132 528 448 Arrive On Green 0.17 0.28 0.28 0.06 0.17 0.17 0.11 0.32 0.32 0.07 0.28 0.28 Sat Flow, veh/h 1774 1863 1519 1774 681 1003 1774 2551 912 1774 1863 1581 Grp Volume(v), veh/h 255 316 541 92 0 225 158 328 318 146 362 24 Grp Sat Flow(s),veh/h/ln 1774 1863 1519 1774 0 1684 1774 1770 1693 1774 1863 1581 Q Serve(g_s), s 8.4 8.9 17.0 3.1 0.0 7.7 5.2 9.3 9.5 4.5 10.4 0.7 Cycle Q Clear(g_c), s 8.4 8.9 17.0 3.1 0.0 7.7 5.2 9.3 9.5 4.5 10.4 0.7 Prop In Lane 1.00 1.00 1.00 0.60 1.00 0.54 1.00 1.00 Lane Grp Cap(c), veh/h 297 525 428 103 0 290 198 567 543 132 528 448 V/C Ratio(X) 0.86 0.60 1.26 0.89 0.00 0.78 0.80 0.58 0.59 1.10 0.69 0.05 Avail Cap(c_a), veh/h 297 525 428 103 0 290 206 567 543 132 528 448 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.4 18.7 21.7 28.2 0.0 23.8 26.1 17.1 17.1 27.9 19.2 15.7 Incr Delay (d2), s/veh 20.6 1.4 136.4 55.1 0.0 11.3 17.3 4.3 4.6 108.6 7.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 5.8 4.8 23.3 3.1 0.0 4.5 3.5 5.2 5.1 6.2 6.4 0.3 LnGrp Delay(d),s/veh 45.0 20.1 158.1 83.3 0.0 35.1 43.5 21.4 21.7 136.6 26.3 16.0 LnGrp LOS D C F F DDCCFCB Approach Vol, veh/h 1112 317 804 532 Approach Delay, s/veh 92.9 49.1 25.9 56.1 Approach LOS F D C E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.0 23.8 7.0 21.5 10.2 21.6 13.6 14.9 Change Period (Y+Rc), s 3.5 4.5 3.5 * 4.5 3.5 * 4.5 3.5 4.5 Max Green Setting (Gmax), s 4.5 19.3 3.5 * 17 7.0 * 17 10.1 10.1 Max Q Clear Time (g_c+I1), s 6.5 11.5 5.1 19.0 7.2 12.4 10.4 9.7 Green Ext Time (p_c), s 0.0 2.6 0.0 0.0 0.0 1.8 0.0 0.2 Intersection Summary HCM 2010 Ctrl Delay 61.3 HCM 2010 LOS E Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. HCM 2010 AWSC PM Weekday 43: Hotel Dwy./US 101 SB Ramps & Five Cities Drive/El Camino RealGeneral Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 19 Intersection Intersection Delay, s/veh 21.7 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 243 206 6 0 2 112 10214 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 325 275 8 0 3 150 10315 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 2 Conflicting Approach Left SB NB EB Conflicting Lanes Left 2 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 2 1 HCM Control Delay 29.4 10.4 9.5 HCM LOS D B A Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 29% 53% 2% 99% 0% Vol Thru, % 14% 45% 97% 1% 0% Vol Right, % 57% 1% 1% 0% 100% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 7 455 115 85 115 LT Vol 2 243 2 84 0 Through Vol 1 206 112 1 0 RT Vol 4610115 Lane Flow Rate 9 608 154 114 154 Geometry Grp 52277 Degree of Util (X) 0.016 0.844 0.24 0.222 0.249 Departure Headway (Hd) 6.341 5.114 5.618 7.047 5.831 Convergence, Y/N Yes Yes Yes Yes Yes Cap 566 712 641 513 620 Service Time 4.366 3.114 3.639 4.755 3.539 HCM Lane V/C Ratio 0.016 0.854 0.24 0.222 0.248 HCM Control Delay 9.5 29.4 10.4 11.8 10.5 HCM Lane LOS A D B B B HCM 95th-tile Q 0 9.6 0.9 0.8 1 HCM 2010 AWSC PM Weekday 43: Hotel Dwy./US 101 SB Ramps & Five Cities Drive/El Camino RealGeneral Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 20 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 84 1 115 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 112 1 154 Number of Lanes 0011 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 11.1 HCM LOS B Lane HCM 2010 AWSC PM Weekday 44: James Way & Ridge Rd.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 21 Intersection Intersection Delay, s/veh 9.3 Intersection LOS A Movement EBU EBL EBT WBU WBT WBR SBU SBL SBR Vol, veh/h 0 7 210 0 156 21 0 15 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2222 2 Mvmt Flow 0 9 256 0 190 26 0 18 1 Number of Lanes 0 1 1 0 1001 0 Approach EB WB SB Opposing Approach WB EB Opposing Lanes 1 2 0 Conflicting Approach Left SB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB EB Conflicting Lanes Right 0 1 2 HCM Control Delay 9.7 8.8 8.3 HCM LOS A A A Lane EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 100% 0% 0% 94% Vol Thru, % 0% 100% 88% 0% Vol Right, % 0% 0% 12% 6% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 7 210 177 16 LT Vol 7 0 0 15 Through Vol 0 210 156 0 RT Vol 0 0 21 1 Lane Flow Rate 9 256 215 19 Geometry Grp 7752 Degree of Util (X) 0.012 0.332 0.257 0.028 Departure Headway (Hd) 5.174 4.673 4.297 5.171 Convergence, Y/N Yes Yes Yes Yes Cap 688 764 840 695 Service Time 2.934 2.433 2.301 3.181 HCM Lane V/C Ratio 0.013 0.335 0.256 0.027 HCM Control Delay 8 9.8 8.8 8.3 HCM Lane LOS AAAA HCM 95th-tile Q 0 1.5 1 0.1 HCM 2010 Signalized Intersection Summary PM Weekday 45: Oak Park Blvd. & James Way General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 88 125 108 144 72 25 180 181 142 29 352 58 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 112 159 137 183 92 32 229 230 181 37 448 74 Adj No. of Lanes 111110120120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 143 299 251 169 231 80 237 783 589 56 929 153 Arrive On Green 0.08 0.16 0.16 0.10 0.18 0.18 0.13 0.41 0.41 0.03 0.31 0.31 Sat Flow, veh/h 1774 1863 1566 1774 1317 458 1774 1923 1448 1774 3044 500 Grp Volume(v), veh/h 112 159 137 183 0 124 229 211 200 37 259 263 Grp Sat Flow(s),veh/h/ln 1774 1863 1566 1774 0 1775 1774 1770 1601 1774 1770 1775 Q Serve(g_s), s 3.2 4.1 4.2 5.0 0.0 3.2 6.7 4.2 4.4 1.1 6.3 6.3 Cycle Q Clear(g_c), s 3.2 4.1 4.2 5.0 0.0 3.2 6.7 4.2 4.4 1.1 6.3 6.3 Prop In Lane 1.00 1.00 1.00 0.26 1.00 0.90 1.00 0.28 Lane Grp Cap(c), veh/h 143 299 251 169 0 311 237 720 652 56 540 542 V/C Ratio(X) 0.78 0.53 0.55 1.08 0.00 0.40 0.97 0.29 0.31 0.66 0.48 0.48 Avail Cap(c_a), veh/h 169 569 478 169 0 542 237 720 652 169 540 542 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.6 20.2 20.2 23.7 0.0 19.2 22.6 10.5 10.5 25.1 14.8 14.8 Incr Delay (d2), s/veh 18.1 1.5 1.8 92.5 0.0 0.8 48.9 1.0 1.2 12.2 3.0 3.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 2.3 2.2 2.0 6.7 0.0 1.7 6.5 2.3 2.2 0.7 3.5 3.5 LnGrp Delay(d),s/veh 41.8 21.7 22.1 116.2 0.0 20.0 71.5 11.5 11.8 37.3 17.9 17.9 LnGrp LOS D C C F BEBBDBB Approach Vol, veh/h 408 307 640 559 Approach Delay, s/veh 27.3 77.4 33.0 19.2 Approach LOS C E C B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 5.7 25.3 9.0 12.4 11.0 20.0 8.2 13.2 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 18.0 5.0 16.0 7.0 16.0 5.0 16.0 Max Q Clear Time (g_c+I1), s 3.1 6.4 7.0 6.2 8.7 8.3 5.2 5.2 Green Ext Time (p_c), s 0.0 4.3 0.0 1.4 0.0 3.3 0.0 1.5 Intersection Summary HCM 2010 Ctrl Delay 34.9 HCM 2010 LOS C HCM 2010 Signalized Intersection Summary PM Weekday 46: Oak Park Blvd. & W. Branch St.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 0 0 0 439 74 77 230 451 415 201 660 182 Number 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 625 0 98 292 574 528 256 839 231 Adj No. of Lanes 201120120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222 Cap, veh/h 710 0 317 409 1180 1044 373 1458 401 Arrive On Green 0.20 0.00 0.20 0.07 0.67 0.67 0.53 0.53 0.53 Sat Flow, veh/h 3548 0 1583 1774 1770 1566 508 2734 752 Grp Volume(v), veh/h 625 0 98 292 574 528 256 543 527 Grp Sat Flow(s),veh/h/ln 1774 0 1583 1774 1770 1566 508 1770 1717 Q Serve(g_s), s 10.3 0.0 3.2 4.0 9.6 10.2 29.8 12.4 12.4 Cycle Q Clear(g_c), s 10.3 0.0 3.2 4.0 9.6 10.2 32.0 12.4 12.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.44 Lane Grp Cap(c), veh/h 710 0 317 409 1180 1044 373 944 916 V/C Ratio(X) 0.88 0.00 0.31 0.71 0.49 0.51 0.69 0.58 0.58 Avail Cap(c_a), veh/h 710 0 317 409 1180 1044 373 944 916 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 23.3 0.0 20.5 9.7 4.9 5.0 15.3 9.4 9.4 Incr Delay (d2), s/veh 12.4 0.0 0.5 5.8 0.3 0.4 5.2 0.9 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 6.3 0.0 1.4 3.5 4.7 4.4 4.7 6.1 5.9 LnGrp Delay(d),s/veh 35.7 0.0 21.0 15.4 5.2 5.4 20.5 10.3 10.3 LnGrp LOS D C B A A C B B Approach Vol, veh/h 723 1394 1326 Approach Delay, s/veh 33.7 7.4 12.3 Approach LOS C A B Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 44.0 8.0 36.0 16.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 40.0 4.0 32.0 12.0 Max Q Clear Time (g_c+I1), s 12.2 6.0 34.0 12.3 Green Ext Time (p_c), s 21.4 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 14.8 HCM 2010 LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 2010 Signalized Intersection Summary PM Weekday 47: US 101 Ramps/Camino Mercado & W. Branch St.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 12 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 54 499 3 189 375 24 294 13 25 22 35 53 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 69 635 4 240 477 31 374 17 0 28 45 67 Adj No. of Lanes 120110110110 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 87 962 6 287 671 44 351 31 0 470 56 84 Arrive On Green 0.05 0.27 0.27 0.16 0.39 0.39 0.20 0.02 0.00 0.26 0.08 0.08 Sat Flow, veh/h 1774 3606 23 1774 1730 112 1774 1863 0 1774 677 1008 Grp Volume(v), veh/h 69 312 327 240 0 508 374 17 0 28 0 112 Grp Sat Flow(s),veh/h/ln 1774 1770 1859 1774 0 1843 1774 1863 0 1774 0 1685 Q Serve(g_s), s 2.3 9.3 9.3 7.8 0.0 13.9 11.8 0.5 0.0 0.7 0.0 3.9 Cycle Q Clear(g_c), s 2.3 9.3 9.3 7.8 0.0 13.9 11.8 0.5 0.0 0.7 0.0 3.9 Prop In Lane 1.00 0.01 1.00 0.06 1.00 0.00 1.00 0.60 Lane Grp Cap(c), veh/h 87 472 496 287 0 715 351 31 0 470 0 140 V/C Ratio(X) 0.79 0.66 0.66 0.84 0.00 0.71 1.07 0.55 0.00 0.06 0.00 0.80 Avail Cap(c_a), veh/h 119 472 496 298 0 715 351 369 0 470 0 141 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 28.0 19.5 19.5 24.2 0.0 15.4 23.9 29.1 0.0 16.4 0.0 26.8 Incr Delay (d2), s/veh 15.4 7.1 6.8 17.9 0.0 5.9 66.3 14.7 0.0 0.0 0.0 24.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.5 5.4 5.7 5.2 0.0 8.2 12.1 0.4 0.0 0.3 0.0 2.8 LnGrp Delay(d),s/veh 43.5 26.5 26.2 42.1 0.0 21.3 90.2 43.8 0.0 16.4 0.0 51.4 LnGrp LOS DCCD CFD B D Approach Vol, veh/h 708 748 391 140 Approach Delay, s/veh 28.0 28.0 88.2 44.4 Approach LOS C C F D Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.6 20.8 16.0 9.2 6.4 28.0 20.0 5.2 Change Period (Y+Rc), s 4.0 4.9 * 4.2 * 4.2 3.5 4.9 * 4.2 * 4.2 Max Green Setting (Gmax), s 10.0 15.9 * 12 * 5 4.0 22.4 * 5 * 12 Max Q Clear Time (g_c+I1), s 9.8 11.3 13.8 5.9 4.3 15.9 2.7 2.5 Green Ext Time (p_c), s 0.0 2.9 0.0 0.0 0.0 3.9 0.1 0.0 Intersection Summary HCM 2010 Ctrl Delay 41.0 HCM 2010 LOS D Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. HCM 2010 AWSC PM Weekday 48: El Camino Real & US 101 SB Ramps General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 22 Intersection Intersection Delay, s/veh 43.6 Intersection LOS E Movement EBU EBL EBT WBU WBT WBR SBU SBL SBR Vol, veh/h 0 100 206 0 204 170 0 660 80 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2222 2 Mvmt Flow 0 127 262 0 259 216 0 839 102 Number of Lanes 0 0 1 0 1002 0 Approach EB WB SB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left SB WB Conflicting Lanes Left 2 0 1 Conflicting Approach Right SB EB Conflicting Lanes Right 0 2 1 HCM Control Delay 27.5 35.8 54.2 HCM LOS D E F Lane EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 33% 0% 100% 73% Vol Thru, % 67% 55% 0% 0% Vol Right, % 0% 45% 0% 27% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 306 374 440 300 LT Vol 100 0 440 220 Through Vol 206 204 0 0 RT Vol 0 170 0 80 Lane Flow Rate 389 476 560 382 Geometry Grp 2277 Degree of Util (X) 0.746 0.85 1 0.781 Departure Headway (Hd) 6.897 6.431 7.697 7.369 Convergence, Y/N Yes Yes Yes Yes Cap 525 566 476 492 Service Time 4.918 4.452 5.446 5.118 HCM Lane V/C Ratio 0.741 0.841 1.176 0.776 HCM Control Delay 27.5 35.8 69.5 31.8 HCM Lane LOS D E F D HCM 95th-tile Q 6.4 9.1 13.2 7 HCM 2010 Signalized Intersection Summary PM Weekday 49: Oak Park Blvd. & El Camino Real General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 402 76 320 24 31 77 68 617 24 138 686 0 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.99 0.97 0.99 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 580 0 407 31 39 98 86 785 31 176 872 0 Adj No. of Lanes 201110120121 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 959 0 423 150 39 99 277 1006 40 326 1145 512 Arrive On Green 0.27 0.00 0.27 0.08 0.08 0.08 0.05 0.29 0.29 0.08 0.32 0.00 Sat Flow, veh/h 3548 0 1564 1774 467 1174 1774 3467 137 1774 3539 1583 Grp Volume(v), veh/h 580 0 407 31 0 137 86 401 415 176 872 0 Grp Sat Flow(s),veh/h/ln 1774 0 1564 1774 0 1641 1774 1770 1834 1774 1770 1583 Q Serve(g_s), s 8.4 0.0 15.2 1.0 0.0 4.9 2.0 12.3 12.3 4.1 13.1 0.0 Cycle Q Clear(g_c), s 8.4 0.0 15.2 1.0 0.0 4.9 2.0 12.3 12.3 4.1 13.1 0.0 Prop In Lane 1.00 1.00 1.00 0.72 1.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 959 0 423 150 0 139 277 513 532 326 1145 512 V/C Ratio(X) 0.60 0.00 0.96 0.21 0.00 0.99 0.31 0.78 0.78 0.54 0.76 0.00 Avail Cap(c_a), veh/h 959 0 423 150 0 139 306 538 558 326 1145 512 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 18.8 0.0 21.3 25.2 0.0 27.1 14.7 19.3 19.3 14.6 18.0 0.0 Incr Delay (d2), s/veh 1.1 0.0 34.0 0.7 0.0 72.6 0.6 7.0 6.7 1.8 3.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 4.3 0.0 10.5 0.5 0.0 5.0 1.0 6.9 7.2 2.1 6.8 0.0 LnGrp Delay(d),s/veh 19.9 0.0 55.3 25.9 0.0 99.7 15.3 26.2 26.0 16.4 21.0 0.0 LnGrp LOS B E C F B C C B C Approach Vol, veh/h 987 168 902 1048 Approach Delay, s/veh 34.5 86.1 25.1 20.2 Approach LOS C F C C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.0 21.2 20.0 7.0 23.1 9.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 5.0 18.0 16.0 4.0 19.0 5.0 Max Q Clear Time (g_c+I1), s 6.1 14.3 17.2 4.0 15.1 6.9 Green Ext Time (p_c), s 0.0 2.9 0.0 0.0 3.2 0.0 Intersection Summary HCM 2010 Ctrl Delay 29.7 HCM 2010 LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 2010 AWSC Summer Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 49.8 Intersection LOS E Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 214 340 0 21 165 0 0 345 0 35 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 233 370 0 23 179 0 0 375 0 38 Number of Lanes 001000100101 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 2 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 3 1 HCM Control Delay 70.1 20.7 61.2 HCM LOS F C F Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 11% 100% 0% 0% Vol Thru, % 0% 0% 39% 89% 0% 100% 0% Vol Right, % 0% 100% 61% 0% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 345 35 554 186 109 215 12 LT Vol 345 0 0 21 109 0 0 Through Vol 0 0 214 165 0 215 0 RT Vol 0 35 340 0 0 0 12 Lane Flow Rate 375 38 602 202 118 234 13 Geometry Grp 8877777 Degree of Util (X) 0.958 0.084 1 0.506 0.299 0.558 0.029 Departure Headway (Hd) 9.193 7.995 7.811 9.013 9.1 8.6 7.9 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 398 449 470 400 396 421 454 Service Time 6.924 5.726 5.564 6.756 6.838 6.338 5.638 HCM Lane V/C Ratio 0.942 0.085 1.281 0.505 0.298 0.556 0.029 HCM Control Delay 66.2 11.5 70.1 20.7 15.7 21.7 10.9 HCM Lane LOS F B F C C C B HCM 95th-tile Q 10.9 0.3 13.1 2.8 1.2 3.3 0.1 HCM 2010 AWSC Summer Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 109 215 12 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 118 234 13 Number of Lanes 0111 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 19.4 HCM LOS C Lane HCM 2010 TWSC Summer Sunday Midday 16: Dolliver St. (SR 1) & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 5.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 9 27 29 34 18 15 22 412 75 26 528 12 Conflicting Peds, #/hr 26 0 13 13 0 26 66 0 22 22 0 66 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 29 32 37 20 16 24 448 82 28 574 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1243 1266 672 1255 1231 581 613 0 0 555 0 0 Stage 1 663 663 - 562 562 - - - - - - - Stage 2 580 603 - 693 669 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 151 169 456 148 177 514 966 - - 1015 - - Stage 1 450 459 - 512 510 - - - - - - - Stage 2 500 488 - 434 456 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 115 149 422 101 156 475 913 - - 959 - - Mov Cap-2 Maneuver 115 149 - 101 156 - - - - - - - Stage 1 424 430 - 482 480 - - - - - - - Stage 2 421 459 - 338 427 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 32.9 56.4 0.4 0.4 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 913 - - 198 139 959 - - HCM Lane V/C Ratio 0.026 - - 0.357 0.524 0.029 - - HCM Control Delay (s) 9 0 - 32.9 56.4 8.9 0 - HCM Lane LOS A A - D F A A - HCM 95th %tile Q(veh) 0.1 - - 1.5 2.5 0.1 - - HCM 2010 AWSC Summer Sunday Midday 17: Price St. & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 3 Intersection Intersection Delay, s/veh 13.5 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 5 89 52 0 51 50 62 0 35 148 149 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 5 97 57 0 55 54 67 0 38 161 162 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 2 Conflicting Approach Left SB NB EB Conflicting Lanes Left 2 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 2 1 HCM Control Delay 11.5 11.9 15 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 11% 3% 31% 100% 0% Vol Thru, % 45% 61% 31% 0% 99% Vol Right, % 45% 36% 38% 0% 1% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 332 146 163 92 271 LT Vol 35 5 51 92 0 Through Vol 148 89 50 0 267 RT Vol 149 52 62 0 4 Lane Flow Rate 361 159 177 100 295 Geometry Grp 52277 Degree of Util (X) 0.548 0.27 0.301 0.183 0.495 Departure Headway (Hd) 5.462 6.12 6.114 6.574 6.055 Convergence, Y/N Yes Yes Yes Yes Yes Cap 657 582 583 543 592 Service Time 3.532 4.211 4.202 4.345 3.826 HCM Lane V/C Ratio 0.549 0.273 0.304 0.184 0.498 HCM Control Delay 15 11.5 11.9 10.8 14.7 HCM Lane LOS BBBBB HCM 95th-tile Q 3.3 1.1 1.3 0.7 2.7 HCM 2010 AWSC Summer Sunday Midday 17: Price St. & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 92 267 4 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 100 290 4 Number of Lanes 0110 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 13.7 HCM LOS B Lane HCM 2010 TWSC Summer Sunday Midday 18: US 101 NB Off-Ramp & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Int Delay, s/veh 3.2 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 330 0 0 64 99 45 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 359 0 0 70 108 49 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 359 0 429 359 Stage 1 - - - - 359 - Stage 2 - - - - 70 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1200 - 583 685 Stage 1 - - - - 707 - Stage 2 - - - - 953 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1200 - 583 685 Mov Cap-2 Maneuver - - - - 583 - Stage 1 - - - - 707 - Stage 2 - - - - 953 - Approach EB WB NB HCM Control Delay, s 0 0 12 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 583 685 - - 1200 - HCM Lane V/C Ratio 0.185 0.071 ---- HCM Control Delay (s) 12.6 10.7 - - 0 - HCM Lane LOS B B - - A - HCM 95th %tile Q(veh) 0.7 0.2 - - 0 - HCM 2010 TWSC Summer Sunday Midday 20: Dolliver St. (SR 1) & Main Street General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 3 Intersection Int Delay, s/veh 40 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 33 18 77 18 10 28 77 464 94 20 512 49 Conflicting Peds, #/hr 74 0 39 39 0 74 305 0 242 242 0 305 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 36 20 84 20 11 30 84 504 102 22 557 53 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1518 1549 962 1549 1524 934 684 0 0 681 0 0 Stage 1 701 701 - 797 797 - - - - - - - Stage 2 817 848 - 752 727 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 98 114 310 93 118 322 909 - - 912 - - Stage 1 429 441 - 380 399 - - - - - - - Stage 2 370 378 - 402 429 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 44 77 217 27 80 225 678 - - 680 - - Mov Cap-2 Maneuver 44 77 - 27 80 - - - - - - - Stage 1 326 394 - 289 303 - - - - - - - Stage 2 186 287 - 166 383 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 329.8 226.3 1.3 0.4 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 678 - - 96 61 680 - - HCM Lane V/C Ratio 0.123 - - 1.449 0.998 0.032 - - HCM Control Delay (s) 11.1 0 -$ 329.8 226.3 10.5 0 - HCM Lane LOS B A - F F B A - HCM 95th %tile Q(veh) 0.4 - - 10.4 4.8 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC Summer Sunday Midday 21: Cypress Street & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 206727 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 127 271 13 0 1 0 0 1 0 Conflicting Peds, #/hr 0 0 0 528 0 1195 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 138 295 14 0 1 0 0 1 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1197 1197 1196 1 0 0 1196 0 0 Stage 1 1196 1196 - - - - - - - Stage 2 1 1 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 205 ~ 186 227 1622 - - 584 - - Stage 1 287 ~ 259 - - - - - - - Stage 2 1022 895 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 1 0 ~ 1 1622 - - 584 - - Mov Cap-2 Maneuver ~ 1 0 - - - - - - - Stage 1 ~ 1 0 - - - - - - - Stage 2 1022 0 - - - - - - - Approach WB NB SB HCM Control Delay, s $ 207733 0 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 1622 - - 1 584 - - HCM Lane V/C Ratio - - -446.739 - - - HCM Control Delay (s) 0 - -$ 207733 0 - - HCM Lane LOS A - - F A - - HCM 95th %tile Q(veh) 0 - - 58.6 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Summer Sunday Midday 22: Dolliver St. (SR 1) & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 108 201 48 39 579 0 0 422 174 Satd. Flow (prot) 0 0 0 1770 *800 0 0 1857 0 0 *800 0 Flt Permitted 0.950 0.943 Satd. Flow (perm) 0 0 0 1327 1603 0 0 1742 0 0 1518 0 Satd. Flow (RTOR) 21 3 Lane Group Flow (vph) 0 0 0 117 270 0 0 671 0 0 648 0 Turn Type Perm NA Perm NA NA Protected Phases 6 8 4 Permitted Phases 6 8 Total Split (s) 22.0 22.0 38.0 38.0 38.0 Total Lost Time (s) 3.5 3.5 3.7 3.7 Act Effct Green (s) 18.5 18.5 34.3 34.3 Actuated g/C Ratio 0.31 0.31 0.57 0.57 v/c Ratio 0.29 1.03 0.67 1.41 Control Delay 18.1 90.1 8.0 218.5 Queue Delay 0.2 0.0 12.0 0.0 Total Delay 18.4 90.1 19.9 218.5 LOS B F B F Approach Delay 68.4 19.9 218.5 Approach LOS E B F Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2: and 6:WBTL, Start of Green, Master Intersection Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.41 Intersection Signal Delay: 106.4 Intersection LOS: F Intersection Capacity Utilization 84.6% ICU Level of Service E Analysis Period (min) 15 * User Entered Value Splits and Phases: 22: Dolliver St. (SR 1) & Pomeroy Ave. HCM 2010 AWSC Summer Sunday Midday 23: Price St. & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 5 Intersection Intersection Delay, s/veh 13.3 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0000001002943222 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0000001003203502 Number of Lanes 000000100110 Approach WB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left NB Conflicting Lanes Left 2 0 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 HCM Control Delay 9.3 12.2 HCM LOS A B Lane NBLn1 NBLn2 WBLn1 SBLn1 Vol Left, % 100% 0% 0% 3% Vol Thru, % 0% 99% 100% 81% Vol Right, % 0% 1% 0% 16% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 294 324 1 460 LT Vol 294 0 0 12 Through Vol 0 322 1 374 RT Vol 0 2 0 74 Lane Flow Rate 320 352 1 500 Geometry Grp 7725 Degree of Util (X) 0.468 0.467 0.002 0.63 Departure Headway (Hd) 5.381 4.874 6.21 4.534 Convergence, Y/N Yes Yes Yes Yes Cap 674 743 576 800 Service Time 3.081 2.574 4.246 2.534 HCM Lane V/C Ratio 0.475 0.474 0.002 0.625 HCM Control Delay 12.7 11.8 9.3 14.9 HCM Lane LOS BBAB HCM 95th-tile Q 2.5 2.5 0 4.5 HCM 2010 AWSC Summer Sunday Midday 23: Price St. & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 6 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 12 374 74 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 13 407 80 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right Conflicting Lanes Right 0 HCM Control Delay 14.9 HCM LOS B Lane HCM 2010 AWSC Summer Sunday Midday 24: Cypress Street & Hinds Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 7 Intersection Intersection Delay, s/veh 9.2 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 195 69 0000000153 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 212 75 0000000166 Number of Lanes 001000000001 Approach EB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 Conflicting Approach Right NB Conflicting Lanes Right 1 0 HCM Control Delay 9.9 8.2 HCM LOS A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 0% 0% 53% Vol Thru, % 0% 74% 47% Vol Right, % 100% 26% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 153 264 120 LT Vol 0 0 63 Through Vol 0 195 57 RT Vol 153 69 0 Lane Flow Rate 166 287 130 Geometry Grp 1 1 1 Degree of Util (X) 0.193 0.354 0.177 Departure Headway (Hd) 4.168 4.443 4.891 Convergence, Y/N Yes Yes Yes Cap 860 809 733 Service Time 2.201 2.476 2.928 HCM Lane V/C Ratio 0.193 0.355 0.177 HCM Control Delay 8.2 9.9 9 HCM Lane LOS A A A HCM 95th-tile Q 0.7 1.6 0.6 HCM 2010 AWSC Summer Sunday Midday 24: Cypress Street & Hinds Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 8 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 63 57 0 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 68 62 0 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left Conflicting Lanes Left 0 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9 HCM LOS A Lane Lanes, Volumes, Timings Summer Sunday Midday 25: Dolliver St. (SR 1) & Hinds Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 113 223 72 000056192554360 Satd. Flow (prot) 0 3337 00000*800 0 0 1852 0 Flt Permitted 0.986 0.886 Satd. Flow (perm) 0 3238 000001807 0 0 1648 0 Satd. Flow (RTOR) 41 26 Lane Group Flow (vph) 0 443 00000710005340 Turn Type Perm NA NA Perm NA Protected Phases 2 8 4 Permitted Phases 2 4 Total Split (s) 19.0 19.0 41.0 41.0 41.0 Total Lost Time (s) 3.5 3.7 3.7 Act Effct Green (s) 12.8 40.0 40.0 Actuated g/C Ratio 0.21 0.67 0.67 v/c Ratio 0.62 1.31 0.49 Control Delay 22.8 170.1 9.7 Queue Delay 0.0 0.6 1.3 Total Delay 22.8 170.7 11.0 LOS C F B Approach Delay 22.8 170.7 11.0 Approach LOS C F B Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.31 Intersection Signal Delay: 81.3 Intersection LOS: F Intersection Capacity Utilization 84.1% ICU Level of Service E Analysis Period (min) 15 * User Entered Value Splits and Phases: 25: Dolliver St. (SR 1) & Hinds Avenue HCM 2010 Signalized Intersection Summary Summer Sunday Midday 26: Price St. & Hinds Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 93 141 143 349 0 74 0 463 210 34 350 0 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 0 1863 1900 1900 1863 0 Adj Flow Rate, veh/h 101 153 155 454 0 0 0 503 228 37 380 0 Adj No. of Lanes 110210020020 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222022220 Cap, veh/h 480 226 229 678 356 0 0 728 328 119 903 0 Arrive On Green 0.27 0.27 0.27 0.19 0.00 0.00 0.00 0.31 0.31 0.31 0.31 0.00 Sat Flow, veh/h 1774 837 848 3548 1863 0 0 2450 1063 99 3008 0 Grp Volume(v), veh/h 101 0 308 454 0 0 0 377 354 212 205 0 Grp Sat Flow(s),veh/h/ln 1774 0 1686 1774 1863 0 0 1770 1650 1412 1610 0 Q Serve(g_s), s 2.1 0.0 7.8 5.7 0.0 0.0 0.0 9.0 9.0 0.4 4.8 0.0 Cycle Q Clear(g_c), s 2.1 0.0 7.8 5.7 0.0 0.0 0.0 9.0 9.0 9.4 4.8 0.0 Prop In Lane 1.00 0.50 1.00 0.00 0.00 0.64 0.17 0.00 Lane Grp Cap(c), veh/h 480 0 456 678 356 0 0 547 510 525 498 0 V/C Ratio(X) 0.21 0.00 0.68 0.67 0.00 0.00 0.00 0.69 0.69 0.40 0.41 0.00 Avail Cap(c_a), veh/h 778 0 739 1555 817 0 0 628 586 592 571 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 13.5 0.0 15.6 18.0 0.0 0.0 0.0 14.5 14.6 13.0 13.1 0.0 Incr Delay (d2), s/veh 0.2 0.0 1.8 1.2 0.0 0.0 0.0 2.7 3.0 0.5 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.1 0.0 3.8 2.9 0.0 0.0 0.0 4.7 4.5 2.3 2.2 0.0 LnGrp Delay(d),s/veh 13.7 0.0 17.4 19.1 0.0 0.0 0.0 17.2 17.5 13.5 13.6 0.0 LnGrp LOS B B B BBBB Approach Vol, veh/h 409 454 731 417 Approach Delay, s/veh 16.5 19.1 17.4 13.6 Approach LOS BBBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 18.8 16.5 18.8 12.6 Change Period (Y+Rc), s 4.0 3.5 4.0 3.5 Max Green Setting (Gmax), s 17.0 21.0 17.0 21.0 Max Q Clear Time (g_c+I1), s 11.0 9.8 11.4 7.7 Green Ext Time (p_c), s 3.6 1.8 3.4 1.4 Intersection Summary HCM 2010 Ctrl Delay 16.8 HCM 2010 LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 2010 TWSC Summer Sunday Midday 27: Hinds Avenue & US 101 SB Off-Ramp General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Intersection Int Delay, s/veh 1.5 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 385 334 0 22 89 Conflicting Peds, #/hr 0 0 0 0 10 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 160 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 418 363 0 24 97 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 373 0 - 0 791 192 Stage 1 - - - - 373 - Stage 2 - - - - 418 - Critical Hdwy 4.14 - - - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy 2.22 - - - 3.519 3.319 Pot Cap-1 Maneuver 1182 - - - 342 818 Stage 1 - - - - 667 - Stage 2 - - - - 663 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1182 - - - 336 811 Mov Cap-2 Maneuver - - - - 336 - Stage 1 - - - - 661 - Stage 2 - - - - 657 - Approach EB WB SB HCM Control Delay, s 0 0 11.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1182 - - - 336 811 HCM Lane V/C Ratio ----0.071 0.119 HCM Control Delay (s) 0 - - - 16.5 10 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0 - - - 0.2 0.4 HCM 2010 TWSC Summer Sunday Midday 28: Bello St. & Hinds Avenue/Price Canyon Rd.General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 5 Intersection Int Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 170 208 29 0 187 20 18 11 0 12 4 129 Conflicting Peds, #/hr 8 0 7 7 0 8 0 0 1 1 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - Yield - - Yield Storage Length 50 - - 65 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 185 226 32 0 203 22 20 12 0 13 4 140 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 226 0 0 259 0 0 829 838 251 833 843 223 Stage 1 - - - - - - 612 612 - 215 215 - Stage 2 - - - - - - 217 226 - 618 628 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1342 - - 1306 - - 290 302 788 288 300 817 Stage 1 - - - - - - 480 484 - 787 725 - Stage 2 - - - - - - 785 717 - 477 476 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1333 - - 1297 - - 210 260 782 247 258 811 Mov Cap-2 Maneuver - - - - - - 210 260 - 247 258 - Stage 1 - - - - - - 413 416 - 677 724 - Stage 2 - - - - - - 641 716 - 396 410 - Approach EB WB NB SB HCM Control Delay, s 3.4 0 23.4 9.8 HCM LOS C A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 227 1333 - - 1297 - - 912 HCM Lane V/C Ratio 0.139 0.139 -----0.173 HCM Control Delay (s) 23.4 8.1 - - 0 - - 9.8 HCM Lane LOS C A - - A - - A HCM 95th %tile Q(veh) 0.5 0.5 - - 0 - - 0.6 HCM 2010 TWSC Summer Sunday Midday 30: Cypress Street & Stimson Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 6 Intersection Int Delay, s/veh 21.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 47 51 35 44 112 65 6 49 20 31 69 28 Conflicting Peds, #/hr 130 0 39 39 0 130 227 0 141 141 0 227 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 51 55 38 48 122 71 7 53 22 34 75 30 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 591 506 447 541 510 421 235 0 0 205 0 0 Stage 1 288 288 - 207 207 - - - - - - - Stage 2 303 218 - 334 303 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 419 469 612 452 467 632 1332 - - 1366 - - Stage 1 720 674 - 795 731 - - - - - - - Stage 2 706 723 - 680 664 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 183 358 442 255 357 457 1080 - - 1108 - - Mov Cap-2 Maneuver 183 358 - 255 357 - - - - - - - Stage 1 638 581 - 704 647 - - - - - - - Stage 2 390 640 - 441 573 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 31.2 34.6 0.7 2 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1080 - - 278 352 1108 - - HCM Lane V/C Ratio 0.006 - - 0.52 0.682 0.03 - - HCM Control Delay (s) 8.4 0 - 31.2 34.6 8.4 0 - HCM Lane LOS A A - D D A A - HCM 95th %tile Q(veh) 0 - - 2.8 4.8 0.1 - - HCM 2010 TWSC Summer Sunday Midday 31: Dolliver St. (SR 1) & Stimson Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 16.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 27 34 39 34 63 16 56 566 32 19 399 102 Conflicting Peds, #/hr 15 0 11 11 0 15 68 0 48 48 0 68 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 29 37 42 37 68 17 61 615 35 21 434 111 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1302 1277 517 1299 1259 716 449 0 0 665 0 0 Stage 1 490 490 - 769 769 - - - - - - - Stage 2 812 787 - 530 490 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 138 166 558 138 171 430 1111 - - 924 - - Stage 1 560 549 - 394 411 - - - - - - - Stage 2 373 403 - 533 549 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 71 142 520 86 146 401 1048 - - 872 - - Mov Cap-2 Maneuver 71 142 - 86 146 - - - - - - - Stage 1 502 523 - 353 369 - - - - - - - Stage 2 249 361 - 414 523 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 82.2 129.5 0.7 0.3 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1048 - - 144 130 872 - - HCM Lane V/C Ratio 0.058 - - 0.755 0.945 0.024 - - HCM Control Delay (s) 8.6 0 - 82.2 129.5 9.2 0 - HCM Lane LOS A A - F F A A - HCM 95th %tile Q(veh) 0.2 - - 4.5 6.4 0.1 - - HCM 2010 TWSC Summer Sunday Midday 32: Price St. & Stimson Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 8 Intersection Int Delay, s/veh 7.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 60 0 44 1 0 0 39 619 1 0 755 79 Conflicting Peds, #/hr 0 0 2 2 0 0 7 0 7 7 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 30 - - 30 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 65 0 48 1 0 0 42 673 1 0 821 86 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1626 1627 462 1172 1669 682 909 0 0 676 0 0 Stage 1 866 866 - 760 760 - - - - - - - Stage 2 760 761 - 412 909 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 75 102 547 158 96 449 745 - - 915 - - Stage 1 315 369 - 397 413 - - - - - - - Stage 2 397 413 - 589 353 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 69 92 543 133 87 446 741 - - 910 - - Mov Cap-2 Maneuver 69 92 - 133 87 - - - - - - - Stage 1 286 368 - 360 375 - - - - - - - Stage 2 359 375 - 534 352 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 117.3 32.3 0.6 0 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 741 - - 69 543 133 - 910 - - HCM Lane V/C Ratio 0.057 - - 0.945 0.088 0.008 ---- HCM Control Delay (s) 10.2 0 - 194.3 12.3 32.3 0 0 - - HCM Lane LOS B A - F B D A A - - HCM 95th %tile Q(veh) 0.2 - - 4.7 0.3 0 - 0 - - HCM 2010 TWSC Summer Sunday Midday 33: Cypress Street & Ocean View Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 9 Intersection Int Delay, s/veh 7.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 16 26 30 21 25 15 3 41 19 21 9 24 Conflicting Peds, #/hr 85 0 71 71 0 85 80 0 51 51 0 80 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 17 28 33 23 27 16 3 45 21 23 10 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 321 310 188 330 313 220 121 0 0 150 0 0 Stage 1 153 153 - 146 146 - - - - - - - Stage 2 168 157 - 184 167 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 632 605 854 623 602 820 1467 - - 1431 - - Stage 1 849 771 - 857 776 - - - - - - - Stage 2 834 768 - 818 760 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 506 512 741 487 509 711 1369 - - 1336 - - Mov Cap-2 Maneuver 506 512 - 487 509 - - - - - - - Stage 1 787 703 - 795 720 - - - - - - - Stage 2 730 712 - 688 693 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.1 12.6 0.4 3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1369 - - 586 538 1336 - - HCM Lane V/C Ratio 0.002 - - 0.134 0.123 0.017 - - HCM Control Delay (s) 7.6 0 - 12.1 12.6 7.7 0 - HCM Lane LOS A A -BBAA - HCM 95th %tile Q(veh) 0 - - 0.5 0.4 0.1 - - HCM 2010 TWSC Summer Sunday Midday 34: Dolliver St. (SR 1) & Ocean View Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 10 Intersection Int Delay, s/veh 50.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 8 20 16 117 35 17 11 621 169 30 407 23 Conflicting Peds, #/hr 4 0 16 16 0 4 55 0 21 21 0 55 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 22 17 127 38 18 12 675 184 33 442 25 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1371 1435 526 1363 1356 838 483 0 0 875 0 0 Stage 1 536 536 - 807 807 - - - - - - - Stage 2 835 899 - 556 549 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 123 134 552 ~ 125 149 366 1080 - - 771 - - Stage 1 529 523 - 375 394 - - - - - - - Stage 2 362 358 - 515 516 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 80 120 520 ~ 92 133 345 1031 - - 736 - - Mov Cap-2 Maneuver 80 120 - ~ 92 133 - - - - - - - Stage 1 510 485 - 361 380 - - - - - - - Stage 2 287 345 - 426 478 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 40.5 $ 428 0.1 0.7 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1031 - - 148 107 736 - - HCM Lane V/C Ratio 0.012 - - 0.323 1.717 0.044 - - HCM Control Delay (s) 8.5 0 - 40.5 $ 428 10.1 0 - HCM Lane LOS A A - E F B A - HCM 95th %tile Q(veh) 0 - - 1.3 14.4 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC Summer Sunday Midday 35: Price St. & Ocean View Avenue General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 11 Intersection Int Delay, s/veh 22.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 87 1 168 2 1 1 115 568 6 5 730 71 Conflicting Peds, #/hr 4 0 3 3 0 4 6 0 1 1 0 6 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - Stop Storage Length - - 30 - - - 40 - - 25 - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 95 1 183 2 1 1 125 617 7 5 793 77 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1684 1686 803 1684 1683 631 797 0 0 628 0 0 Stage 1 808 808 - 875 875 - - - - - - - Stage 2 876 878 - 809 808 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver ~ 75 94 383 75 94 481 825 - - 954 - - Stage 1 375 394 - 344 367 - - - - - - - Stage 2 344 366 - 374 394 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 65 79 380 34 79 477 821 - - 949 - - Mov Cap-2 Maneuver ~ 65 79 - 34 79 - - - - - - - Stage 1 317 391 - 291 310 - - - - - - - Stage 2 288 309 - 192 391 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 147.5 77.4 1.7 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 821 - - 65 380 54 949 - - HCM Lane V/C Ratio 0.152 - - 1.472 0.481 0.081 0.006 - - HCM Control Delay (s) 10.2 - -$ 385.4 22.9 77.4 8.8 - - HCM Lane LOS B - - F C F A - - HCM 95th %tile Q(veh) 0.5 - - 8.2 2.5 0.3 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM Unsignalized Intersection Capacity Analysis Summer Sunday Midday 36: Dolliver St. (SR 1) & Cypress St./Mobile Home Park General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 19 1 95 15 1 23 12 764 25 8 497 5 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 21 1 103 16 1 25 13 830 27 9 540 5 Pedestrians 27 34 1 59 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 2305 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 535 pX, platoon unblocked 0.60 0.60 0.60 0.60 0.60 0.60 vC, conflicting volume 1528 1505 571 1567 1494 937 573 892 vC1, stage 1 conf vol 587 587 904 904 vC2, stage 2 conf vol 941 918 662 590 vCu, unblocked vol 1547 1508 571 1610 1490 568 573 493 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 91 100 80 93 100 91 99 99 cM capacity (veh/h) 218 251 508 225 259 292 978 628 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 125 42 13 858 9 546 Volume Left 21 16 13 0 9 0 Volume Right 103 25 0 27 0 5 cSH 414 261 978 1700 628 1700 Volume to Capacity 0.30 0.16 0.01 0.50 0.01 0.32 Queue Length 95th (ft) 31 14 1010 Control Delay (s) 17.4 21.5 8.7 0.0 10.8 0.0 Lane LOS C C A B Approach Delay (s) 17.4 21.5 0.1 0.2 Approach LOS C C Intersection Summary Average Delay 2.1 Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 HCM 2010 Signalized Intersection Summary Summer Sunday Midday 37: Dolliver St. (SR 1) & PCV/PBSMHP General Plan Buildout Conditions (Year 2035) Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 92 0 45 8 0 11 39 698 11 24 535 48 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.91 0.91 0.94 0.91 1.00 0.96 1.00 0.90 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 100 0 49 9 0 12 42 759 12 26 582 52 Adj No. of Lanes 010010110110 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 289 23 91 203 36 174 79 962 15 54 855 76 Arrive On Green 0.20 0.00 0.20 0.20 0.00 0.20 0.04 0.53 0.53 0.03 0.51 0.51 Sat Flow, veh/h 800 116 449 469 177 861 1774 1827 29 1774 1669 149 Grp Volume(v), veh/h 149 0 0 21 0 0 42 0 771 26 0 634 Grp Sat Flow(s),veh/h/ln 1365 0 0 1507 0 0 1774 0 1856 1774 0 1818 Q Serve(g_s), s 3.5 0.0 0.0 0.0 0.0 0.0 1.1 0.0 16.0 0.7 0.0 12.4 Cycle Q Clear(g_c), s 4.5 0.0 0.0 0.5 0.0 0.0 1.1 0.0 16.0 0.7 0.0 12.4 Prop In Lane 0.67 0.33 0.43 0.57 1.00 0.02 1.00 0.08 Lane Grp Cap(c), veh/h 403 0 0 414 0 0 79 0 977 54 0 931 V/C Ratio(X) 0.37 0.00 0.00 0.05 0.00 0.00 0.53 0.00 0.79 0.48 0.00 0.68 Avail Cap(c_a), veh/h 616 0 0 632 0 0 191 0 1034 187 0 1008 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.8 0.0 0.0 15.3 0.0 0.0 22.2 0.0 9.1 22.6 0.0 8.7 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.0 0.0 0.0 2.0 0.0 4.0 2.4 0.0 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.8 0.0 0.0 0.2 0.0 0.0 0.6 0.0 9.0 0.4 0.0 6.6 LnGrp Delay(d),s/veh 17.2 0.0 0.0 15.3 0.0 0.0 24.2 0.0 13.1 25.0 0.0 10.4 LnGrp LOS B B C B C B Approach Vol, veh/h 149 21 813 660 Approach Delay, s/veh 17.2 15.3 13.6 10.9 Approach LOS BBBB Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 13.1 5.6 28.7 13.1 4.9 29.4 Change Period (Y+Rc), s 3.5 3.5 4.4 3.5 3.5 4.4 Max Green Setting (Gmax), s 17.2 5.1 26.3 17.2 5.0 26.4 Max Q Clear Time (g_c+I1), s 6.5 3.1 14.4 2.5 2.7 18.0 Green Ext Time (p_c), s 0.6 0.0 7.1 0.7 0.0 5.5 Intersection Summary HCM 2010 Ctrl Delay 12.9 HCM 2010 LOS B HCM 2010 AWSC Memorial Day Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Intersection Delay, s/veh 58.7 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 302 266 0 38 276 0 0 326 0 44 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 328 289 0 41 300 0 0 354 0 48 Number of Lanes 001000100101 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 2 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 3 1 HCM Control Delay 74.7 53.6 73.1 HCM LOS F F F Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 12% 100% 0% 0% Vol Thru, % 0% 0% 53% 88% 0% 100% 0% Vol Right, % 0% 100% 47% 0% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 326 44 568 314 135 245 17 LT Vol 326 0 0 38 135 0 0 Through Vol 0 0 302 276 0 245 0 RT Vol 0 44 266 0 0 0 17 Lane Flow Rate 354 48 617 341 147 266 18 Geometry Grp 8877777 Degree of Util (X) 1 0.12 1 0.89 0.406 0.7 0.045 Departure Headway (Hd) 10.262 9.063 8.85 9.386 9.959 9.458 8.758 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 354 395 414 386 362 383 409 Service Time 8.024 6.825 6.55 7.124 7.701 7.201 6.501 HCM Lane V/C Ratio 1 0.122 1.49 0.883 0.406 0.695 0.044 HCM Control Delay 81.2 13.1 74.7 53.6 19.4 31.6 11.9 HCM Lane LOS F B F F C D B HCM 95th-tile Q 11.4 0.4 12.4 9 1.9 5.1 0.1 HCM 2010 AWSC Memorial Day Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 135 245 17 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 147 266 18 Number of Lanes 0111 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 26.6 HCM LOS D Lane HCM 2010 TWSC Memorial Day Sunday Midday 16: Dolliver St. (SR 1) & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 14 18 25 31 18 38 21 372 78 26 459 13 Conflicting Peds, #/hr 41 0 29 29 0 41 75 0 89 89 0 75 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 15 20 27 34 20 41 23 404 85 28 499 14 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1168 1180 636 1160 1144 577 554 0 0 530 0 0 Stage 1 604 604 - 533 533 - - - - - - - Stage 2 564 576 - 627 611 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 170 190 478 172 200 516 1016 - - 1037 - - Stage 1 485 488 - 531 525 - - - - - - - Stage 2 510 502 - 471 484 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 119 164 427 124 173 461 941 - - 960 - - Mov Cap-2 Maneuver 119 164 - 124 173 - - - - - - - Stage 1 453 452 - 495 490 - - - - - - - Stage 2 399 468 - 375 448 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 31.1 38.5 0.4 0.5 HCM LOS D E Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 941 - - 199 199 960 - - HCM Lane V/C Ratio 0.024 - - 0.311 0.475 0.029 - - HCM Control Delay (s) 8.9 0 - 31.1 38.5 8.9 0 - HCM Lane LOS A A - D E A A - HCM 95th %tile Q(veh) 0.1 - - 1.3 2.3 0.1 - - HCM 2010 AWSC Memorial Day Sunday Midday 17: Price St. & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 3 Intersection Intersection Delay, s/veh 16.4 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 13 83 5 0 45 37 70 0 31 234 144 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 14 90 5 0 49 40 76 0 34 254 157 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 2 Conflicting Approach Left SB NB EB Conflicting Lanes Left 2 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 2 1 HCM Control Delay 11.7 12.2 19.6 HCM LOS B B C Lane NBLn1 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 8% 13% 30% 100% 0% Vol Thru, % 57% 82% 24% 0% 93% Vol Right, % 35% 5% 46% 0% 7% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 409 101 152 139 338 LT Vol 31 13 45 139 0 Through Vol 234 83 37 0 314 RT Vol 144 5 70 0 24 Lane Flow Rate 445 110 165 151 367 Geometry Grp 52277 Degree of Util (X) 0.68 0.21 0.294 0.274 0.61 Departure Headway (Hd) 5.506 6.886 6.408 6.54 5.982 Convergence, Y/N Yes Yes Yes Yes Yes Cap 654 525 555 545 599 Service Time 3.581 4.886 4.506 4.319 3.76 HCM Lane V/C Ratio 0.68 0.21 0.297 0.277 0.613 HCM Control Delay 19.6 11.7 12.2 11.8 17.8 HCM Lane LOS C B B B C HCM 95th-tile Q 5.3 0.8 1.2 1.1 4.1 HCM 2010 AWSC Memorial Day Sunday Midday 17: Price St. & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 139 314 24 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 151 341 26 Number of Lanes 0110 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 16.1 HCM LOS C Lane HCM 2010 TWSC Memorial Day Sunday Midday 18: US 101 NB Off-Ramp & Wadsworth Ave.General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 2 Intersection Int Delay, s/veh 3.2 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 366 0 0 59 93 58 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 170 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 398 0 0 64 101 63 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 398 0 462 398 Stage 1 - - - - 398 - Stage 2 - - - - 64 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1161 - 558 652 Stage 1 - - - - 678 - Stage 2 - - - - 959 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1161 - 558 652 Mov Cap-2 Maneuver - - - - 558 - Stage 1 - - - - 678 - Stage 2 - - - - 959 - Approach EB WB NB HCM Control Delay, s 0 0 12.2 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 558 652 - - 1161 - HCM Lane V/C Ratio 0.181 0.097 ---- HCM Control Delay (s) 12.9 11.1 - - 0 - HCM Lane LOS B B - - A - HCM 95th %tile Q(veh) 0.7 0.3 - - 0 - HCM 2010 TWSC Memorial Day Sunday Midday 20: Dolliver St. (SR 1) & Main Street General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 3 Intersection Int Delay, s/veh 85.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 26 19 67 27 18 46 66 403 144 27 422 26 Conflicting Peds, #/hr 146 0 142 142 0 146 380 0 278 278 0 380 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 28 21 73 29 20 50 72 438 157 29 459 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1519 1562 999 1530 1498 1042 633 0 0 741 0 0 Stage 1 678 678 - 806 806 - - - - - - - Stage 2 841 884 - 724 692 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 97 112 295 96 122 279 950 - - 866 - - Stage 1 442 452 - 376 395 - - - - - - - Stage 2 359 363 - 417 445 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 27 67 177 ~ 22 73 167 649 - - 592 - - Mov Cap-2 Maneuver ~ 27 67 - ~ 22 73 - - - - - - - Stage 1 322 370 - 274 288 - - - - - - - Stage 2 133 265 - 148 365 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 495.6 $ 594.2 1.2 0.6 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 649 - - 69 52 592 - - HCM Lane V/C Ratio 0.111 - - 1.764 1.902 0.05 - - HCM Control Delay (s) 11.2 0 -$ 495.6$ 594.2 11.4 0 - HCM Lane LOS B A - F F B A - HCM 95th %tile Q(veh) 0.4 - - 10.8 9.7 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC Memorial Day Sunday Midday 21: Cypress Street & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 3641.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 117 252 10 0 1 0 0 1 0 Conflicting Peds, #/hr 0 0 0 429 0 991 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 127 274 11 0 1 0 0 1 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 993 993 992 1 0 0 992 0 0 Stage 1 992 992 - - - - - - - Stage 2 1 1 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 272 ~ 245 298 1622 - - 697 - - Stage 1 359 324 - - - - - - - Stage 2 1022 895 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 47 0 52 1622 - - 697 - - Mov Cap-2 Maneuver ~ 47 0 - - - - - - - Stage 1 ~ 63 0 - - - - - - - Stage 2 1022 0 - - - - - - - Approach WB NB SB HCM Control Delay, s $ 3660.3 0 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 1622 - - 47 697 - - HCM Lane V/C Ratio - - - 8.765 - - - HCM Control Delay (s) 0 - -$ 3660.3 0 - - HCM Lane LOS A - - F A - - HCM 95th %tile Q(veh) 0 - - 48.8 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Memorial Day Sunday Midday 22: Dolliver St. (SR 1) & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 138 161 74 24 551 0 0 325 200 Satd. Flow (prot) 0 0 0 1770 *400 0 0 1859 0 0 *400 0 Flt Permitted 0.950 0.970 Satd. Flow (perm) 0 0 0 649 1565 0 0 1795 0 0 1394 0 Satd. Flow (RTOR) 45 72 Adj. Flow (vph) 0 0 0 150 175 80 26 599 0 0 353 217 Lane Group Flow (vph) 0 0 0 150 255 0 0 625 0 0 570 0 Turn Type Perm NA Perm NA NA Protected Phases 6 8 4 Permitted Phases 6 8 Total Split (s) 27.0 27.0 33.0 33.0 33.0 Total Lost Time (s) 3.5 3.5 3.7 3.7 Act Effct Green (s) 23.5 23.5 29.3 29.3 Actuated g/C Ratio 0.39 0.39 0.49 0.49 v/c Ratio 0.59 1.39 0.71 2.46 Control Delay 26.7 224.8 10.6 684.7 Queue Delay 0.2 0.0 3.9 0.0 Total Delay 26.9 224.8 14.5 684.7 LOS C F B F Approach Delay 151.5 14.5 684.7 Approach LOS F B F Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2: and 6:WBTL, Start of Green, Master Intersection Control Type: Actuated-Coordinated Maximum v/c Ratio: 2.46 Intersection Signal Delay: 287.9 Intersection LOS: F Intersection Capacity Utilization 70.6% ICU Level of Service C Analysis Period (min) 15 * User Entered Value Splits and Phases: 22: Dolliver St. (SR 1) & Pomeroy Ave. HCM 2010 AWSC Memorial Day Sunday Midday 23: Price St. & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 5 Intersection Intersection Delay, s/veh 13.9 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 00000310029635413 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 00000310032238514 Number of Lanes 000000100110 Approach WB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left NB Conflicting Lanes Left 2 0 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 HCM Control Delay 9.5 12.9 HCM LOS A B Lane NBLn1 NBLn2 WBLn1 SBLn1 Vol Left, % 100% 0% 75% 1% Vol Thru, % 0% 96% 25% 79% Vol Right, % 0% 4% 0% 19% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 296 367 4 469 LT Vol 296 0 3 7 Through Vol 0 354 1 371 RT Vol 0 13 0 91 Lane Flow Rate 322 399 4 510 Geometry Grp 7725 Degree of Util (X) 0.473 0.528 0.008 0.645 Departure Headway (Hd) 5.404 4.876 6.436 4.552 Convergence, Y/N Yes Yes Yes Yes Cap 672 746 556 800 Service Time 3.104 2.576 4.474 2.554 HCM Lane V/C Ratio 0.479 0.535 0.007 0.637 HCM Control Delay 12.9 12.9 9.5 15.4 HCM Lane LOS B B A C HCM 95th-tile Q 2.5 3.1 0 4.8 HCM 2010 AWSC Memorial Day Sunday Midday 23: Price St. & Pomeroy Ave.General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 6 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 7 371 91 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 8 403 99 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right Conflicting Lanes Right 0 HCM Control Delay 15.4 HCM LOS C Lane HCM 2010 AWSC Memorial Day Sunday Midday 24: Cypress Street & Hinds Avenue General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 7 Intersection Intersection Delay, s/veh 9.2 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 170 78 0000000202 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 185 85 0000000220 Number of Lanes 001000000001 Approach EB NB Opposing Approach SB Opposing Lanes 0 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 1 Conflicting Approach Right NB Conflicting Lanes Right 1 0 HCM Control Delay 9.8 8.5 HCM LOS A A Lane NBLn1 EBLn1 SBLn1 Vol Left, % 0% 0% 54% Vol Thru, % 0% 69% 46% Vol Right, % 100% 31% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 202 248 111 LT Vol 0 0 60 Through Vol 0 170 51 RT Vol 202 78 0 Lane Flow Rate 220 270 121 Geometry Grp 1 1 1 Degree of Util (X) 0.251 0.336 0.165 Departure Headway (Hd) 4.119 4.49 4.911 Convergence, Y/N Yes Yes Yes Cap 869 798 729 Service Time 2.153 2.528 2.951 HCM Lane V/C Ratio 0.253 0.338 0.166 HCM Control Delay 8.5 9.8 8.9 HCM Lane LOS A A A HCM 95th-tile Q 1 1.5 0.6 HCM 2010 AWSC Memorial Day Sunday Midday 24: Cypress Street & Hinds Avenue General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 8 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 60 51 0 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 65 55 0 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left Conflicting Lanes Left 0 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 8.9 HCM LOS A Lane Lanes, Volumes, Timings Memorial Day Sunday Midday 25: Dolliver St. (SR 1) & Hinds Avenue General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 154 218 73 0000392100534020 Satd. Flow (prot) 0 3270 00000*400 0 0 1852 0 Flt Permitted 0.983 0.907 Satd. Flow (perm) 0 3091 000001755 0 0 1680 0 Satd. Flow (RTOR) 38 37 Adj. Flow (vph) 167 237 79 0000426109584370 Lane Group Flow (vph) 0 483 00000535004950 Turn Type Perm NA NA Perm NA Protected Phases 2 8 4 Permitted Phases 2 4 Total Split (s) 21.0 21.0 39.0 39.0 39.0 Total Lost Time (s) 3.5 3.7 3.7 Act Effct Green (s) 14.3 38.5 38.5 Actuated g/C Ratio 0.24 0.64 0.64 v/c Ratio 0.63 1.98 0.46 Control Delay 22.4 473.4 8.1 Queue Delay 0.0 1.1 1.0 Total Delay 22.4 474.4 9.2 LOS C F A Approach Delay 22.4 474.4 9.2 Approach LOS C F A Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.98 Intersection Signal Delay: 177.9 Intersection LOS: F Intersection Capacity Utilization 75.8% ICU Level of Service D Analysis Period (min) 15 * User Entered Value Splits and Phases: 25: Dolliver St. (SR 1) & Hinds Avenue HCM 2010 Signalized Intersection Summary Memorial Day Sunday Midday 26: Price St. & Hinds Avenue General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 94 124 148 461 0 86 0 474 176 16 363 0 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 0 1863 1900 1900 1863 0 Adj Flow Rate, veh/h 102 135 161 588 0 0 0 515 191 17 395 0 Adj No. of Lanes 110210020020 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222022220 Cap, veh/h 456 196 233 887 466 0 0 716 264 87 920 0 Arrive On Green 0.26 0.26 0.26 0.25 0.00 0.00 0.00 0.28 0.28 0.28 0.28 0.00 Sat Flow, veh/h 1774 762 909 3548 1863 0 0 2616 931 45 3327 0 Grp Volume(v), veh/h 102 0 296 588 0 0 0 360 346 217 195 0 Grp Sat Flow(s),veh/h/ln 1774 0 1671 1774 1863 0 0 1770 1685 1677 1610 0 Q Serve(g_s), s 2.4 0.0 8.4 7.8 0.0 0.0 0.0 9.6 9.7 0.1 5.2 0.0 Cycle Q Clear(g_c), s 2.4 0.0 8.4 7.8 0.0 0.0 0.0 9.6 9.7 9.8 5.2 0.0 Prop In Lane 1.00 0.54 1.00 0.00 0.00 0.55 0.08 0.00 Lane Grp Cap(c), veh/h 456 0 429 887 466 0 0 502 478 550 457 0 V/C Ratio(X) 0.22 0.00 0.69 0.66 0.00 0.00 0.00 0.72 0.72 0.39 0.43 0.00 Avail Cap(c_a), veh/h 709 0 668 1419 745 0 0 573 545 616 521 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 15.4 0.0 17.6 17.7 0.0 0.0 0.0 16.9 16.9 15.3 15.3 0.0 Incr Delay (d2), s/veh 0.2 0.0 2.0 0.9 0.0 0.0 0.0 3.7 4.0 0.5 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.2 0.0 4.1 3.9 0.0 0.0 0.0 5.2 5.0 2.6 2.4 0.0 LnGrp Delay(d),s/veh 15.6 0.0 19.6 18.6 0.0 0.0 0.0 20.6 21.0 15.7 16.0 0.0 LnGrp LOS B B B C C B B Approach Vol, veh/h 398 588 706 412 Approach Delay, s/veh 18.6 18.6 20.8 15.8 Approach LOS B B C B Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 18.9 17.0 18.9 16.6 Change Period (Y+Rc), s 4.0 3.5 4.0 3.5 Max Green Setting (Gmax), s 17.0 21.0 17.0 21.0 Max Q Clear Time (g_c+I1), s 11.7 10.4 11.8 9.8 Green Ext Time (p_c), s 3.1 1.7 3.1 1.8 Intersection Summary HCM 2010 Ctrl Delay 18.8 HCM 2010 LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 2010 TWSC Memorial Day Sunday Midday 27: Hinds Avenue & US 101 SB Off-Ramp General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 4 Intersection Int Delay, s/veh 2 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 316 429 0 29 118 Conflicting Peds, #/hr 0 0 0 0 1 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 160 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 343 466 0 32 128 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 467 0 - 0 810 234 Stage 1 - - - - 467 - Stage 2 - - - - 343 - Critical Hdwy 4.14 - - - 6.63 6.93 Critical Hdwy Stg 1 - - - - 5.83 - Critical Hdwy Stg 2 - - - - 5.43 - Follow-up Hdwy 2.22 - - - 3.519 3.319 Pot Cap-1 Maneuver 1091 - - - 333 769 Stage 1 - - - - 598 - Stage 2 - - - - 718 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1091 - - - 332 768 Mov Cap-2 Maneuver - - - - 332 - Stage 1 - - - - 598 - Stage 2 - - - - 717 - Approach EB WB SB HCM Control Delay, s 0 0 11.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1091 - - - 332 768 HCM Lane V/C Ratio ----0.095 0.167 HCM Control Delay (s) 0 - - - 17 10.6 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0 - - - 0.3 0.6 HCM 2010 TWSC Memorial Day Sunday Midday 28: Bello St. & Hinds Avenue/Price Canyon Rd.General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 5 Intersection Int Delay, s/veh 5.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 155 169 21 3 207 21 20 7 1 9 7 202 Conflicting Peds, #/hr 7 0 14 14 0 7 2 0 2 2 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - Yield - - Yield Storage Length 50 - - 65 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 168 184 23 3 225 23 22 8 1 10 8 220 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 250 0 0 209 0 0 783 790 211 783 790 252 Stage 1 - - - - - - 534 534 - 245 245 - Stage 2 - - - - - - 249 256 - 538 545 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1316 - - 1362 - - 311 322 829 311 322 787 Stage 1 - - - - - - 530 524 - 759 703 - Stage 2 - - - - - - 755 696 - 527 519 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1301 - - 1346 - - 194 279 818 270 279 777 Mov Cap-2 Maneuver - - - - - - 194 279 - 270 279 - Stage 1 - - - - - - 461 456 - 660 700 - Stage 2 - - - - - - 528 693 - 445 451 - Approach EB WB NB SB HCM Control Delay, s 3.7 0.1 24.2 11 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 218 1301 - - 1346 - - 839 HCM Lane V/C Ratio 0.14 0.129 - - 0.002 - - 0.282 HCM Control Delay (s) 24.2 8.2 - - 7.7 - - 11 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.5 0.4 - - 0 - - 1.2 HCM 2010 TWSC Memorial Day Sunday Midday 30: Cypress Street & Stimson Avenue General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 6 Intersection Int Delay, s/veh 31.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 52 48 45 57 123 65 13 80 24 28 72 32 Conflicting Peds, #/hr 132 0 53 53 0 132 222 0 158 158 0 222 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 57 52 49 62 134 71 14 87 26 30 78 35 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 651 562 450 599 566 454 245 0 0 245 0 0 Stage 1 289 289 - 260 260 - - - - - - - Stage 2 362 273 - 339 306 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 382 436 609 413 434 606 1321 - - 1321 - - Stage 1 719 673 - 745 693 - - - - - - - Stage 2 657 684 - 676 662 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 154 330 442 227 329 440 1077 - - 1077 - - Mov Cap-2 Maneuver 154 330 - 227 329 - - - - - - - Stage 1 631 581 - 654 608 - - - - - - - Stage 2 346 600 - 433 572 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 41.8 55.1 0.9 1.8 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1077 - - 248 317 1077 - - HCM Lane V/C Ratio 0.013 - - 0.636 0.84 0.028 - - HCM Control Delay (s) 8.4 0 - 41.8 55.1 8.4 0 - HCM Lane LOS A A - E F A A - HCM 95th %tile Q(veh) 0 - - 3.9 7.3 0.1 - - HCM 2010 TWSC Memorial Day Sunday Midday 31: Dolliver St. (SR 1) & Stimson Avenue General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 27.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 16 38 34 56 72 29 44 474 49 15 335 131 Conflicting Peds, #/hr 59 0 45 45 0 59 102 0 102 102 0 102 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 17 41 37 61 78 32 48 515 53 16 364 142 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1207 1179 525 1192 1153 703 423 0 0 627 0 0 Stage 1 456 456 - 697 697 - - - - - - - Stage 2 751 723 - 495 456 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 160 190 552 164 197 438 1136 - - 955 - - Stage 1 584 568 - 431 443 - - - - - - - Stage 2 403 431 - 556 568 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 74 156 480 98 162 381 1039 - - 874 - - Mov Cap-2 Maneuver 74 156 - 98 162 - - - - - - - Stage 1 518 526 - 382 393 - - - - - - - Stage 2 252 382 - 421 526 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 52.6 194.4 0.7 0.3 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1039 - - 166 144 874 - - HCM Lane V/C Ratio 0.046 - - 0.576 1.185 0.019 - - HCM Control Delay (s) 8.6 0 - 52.6 194.4 9.2 0 - HCM Lane LOS A A - F F A A - HCM 95th %tile Q(veh) 0.1 - - 3 9.8 0.1 - - HCM 2010 TWSC Memorial Day Sunday Midday 32: Price St. & Stimson Avenue General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 8 Intersection Int Delay, s/veh 9.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 46 2 50 0 1 3 58 610 5 2 870 102 Conflicting Peds, #/hr 0 0 9 9 0 0 12 0 9 9 0 12 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 30 - - 30 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 50 2 54 0 1 3 63 663 5 2 946 111 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1815 1818 549 1288 1871 687 1066 0 0 677 0 0 Stage 1 1014 1014 - 801 801 - - - - - - - Stage 2 801 804 - 487 1070 - - - - - - - Critical Hdwy 7.33 6.53 6.93 7.33 6.53 6.23 4.14 - - 4.12 - - Critical Hdwy Stg 1 6.53 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.53 5.53 - - - - - - - Follow-up Hdwy 3.519 4.019 3.319 3.519 4.019 3.319 2.22 - - 2.218 - - Pot Cap-1 Maneuver 54 77 480 131 72 446 649 - - 915 - - Stage 1 256 315 - 377 396 - - - - - - - Stage 2 377 395 - 532 297 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 46 64 472 97 60 438 643 - - 906 - - Mov Cap-2 Maneuver ~ 46 64 - 97 60 - - - - - - - Stage 1 214 311 - 316 332 - - - - - - - Stage 2 312 331 - 460 293 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 155.6 26.5 1 0 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 643 - - 47 472 60 438 906 - - HCM Lane V/C Ratio 0.098 - - 1.11 0.115 0.018 0.007 0.002 - - HCM Control Delay (s) 11.2 0 -$ 303.5 13.6 66.1 13.3 9 0 - HCM Lane LOS B A - F B F B A A - HCM 95th %tile Q(veh) 0.3 - - 4.8 0.4 0.1 0 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC Memorial Day Sunday Midday 33: Cypress Street & Ocean View Avenue General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 9 Intersection Int Delay, s/veh 7.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 21 21 42 32 51 38 14 53 36 22 118 37 Conflicting Peds, #/hr 46 0 37 37 0 46 211 0 107 107 0 211 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 23 23 46 35 55 41 15 58 39 24 128 40 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 444 415 405 430 416 334 214 0 0 143 0 0 Stage 1 242 242 - 154 154 - - - - - - - Stage 2 202 173 - 276 262 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 524 528 646 535 527 708 1356 - - 1440 - - Stage 1 762 705 - 848 770 - - - - - - - Stage 2 800 756 - 730 691 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 341 471 512 362 470 561 1118 - - 1187 - - Mov Cap-2 Maneuver 341 471 - 362 470 - - - - - - - Stage 1 723 663 - 804 730 - - - - - - - Stage 2 557 717 - 517 650 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.1 16 1.1 1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1118 - - 446 457 1187 - - HCM Lane V/C Ratio 0.014 - - 0.205 0.288 0.02 - - HCM Control Delay (s) 8.3 0 - 15.1 16 8.1 0 - HCM Lane LOS A A - C C A A - HCM 95th %tile Q(veh) 0 - - 0.8 1.2 0.1 - - HCM 2010 TWSC Memorial Day Sunday Midday 34: Dolliver St. (SR 1) & Ocean View Avenue General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 10 Intersection Int Delay, s/veh 82.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 12 33 35 131 55 32 28 522 141 24 360 40 Conflicting Peds, #/hr 21 0 13 13 0 21 82 0 81 81 0 82 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 13 36 38 142 60 35 30 567 153 26 391 43 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1259 1289 516 1249 1234 747 456 0 0 742 0 0 Stage 1 486 486 - 726 726 - - - - - - - Stage 2 773 803 - 523 508 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 147 164 559 150 177 413 1105 - - 865 - - Stage 1 563 551 - 416 430 - - - - - - - Stage 2 392 396 - 537 539 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 80 144 512 ~ 96 155 378 1029 - - 806 - - Mov Cap-2 Maneuver 80 144 - ~ 96 155 - - - - - - - Stage 1 525 518 - 388 401 - - - - - - - Stage 2 268 370 - 413 507 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 42.8 $ 520 0.3 0.5 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1029 - - 179 121 806 - - HCM Lane V/C Ratio 0.03 - - 0.486 1.958 0.032 - - HCM Control Delay (s) 8.6 0 - 42.8 $ 520 9.6 0 - HCM Lane LOS A A - E F A A - HCM 95th %tile Q(veh) 0.1 - - 2.4 19.1 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC Memorial Day Sunday Midday 35: Price St. & Ocean View Avenue General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 11 Intersection Int Delay, s/veh 19.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 73 1 126 1 1 0 122 586 9 9 796 128 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 2 2 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - Stop Storage Length - - 30 - - - 40 - - 25 - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 79 1 137 1 1 0 133 637 10 10 865 139 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1795 1799 868 1794 1794 645 866 0 0 648 0 0 Stage 1 886 886 - 908 908 - - - - - - - Stage 2 909 913 - 886 886 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver ~ 62 80 352 62 80 472 777 - - 938 - - Stage 1 339 363 - 330 354 - - - - - - - Stage 2 329 352 - 339 363 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 53 65 351 32 65 471 776 - - 936 - - Mov Cap-2 Maneuver ~ 53 65 - 32 65 - - - - - - - Stage 1 281 359 - 273 293 - - - - - - - Stage 2 271 291 - 204 359 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 174.3 93.1 1.8 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 776 - - 53 351 43 936 - - HCM Lane V/C Ratio 0.171 - - 1.518 0.39 0.051 0.01 - - HCM Control Delay (s) 10.6 - -$ 434.2 21.7 93.1 8.9 - - HCM Lane LOS B - - F C F A - - HCM 95th %tile Q(veh) 0.6 - - 7.5 1.8 0.2 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM Unsignalized Intersection Capacity Analysis Memorial Day Sunday Midday 36: Dolliver St. (SR 1) & Cypress St./Mobile Home Park General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 25 0 135 7 1 14 10 658 9 15 472 10 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 27 0 147 8 1 15 11 715 10 16 513 11 Pedestrians 20 48 4 42 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 4.0 4.0 4.0 4.0 Percent Blockage 2404 Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 535 pX, platoon unblocked 0.70 0.70 0.70 0.70 0.70 0.70 vC, conflicting volume 1366 1366 542 1486 1366 810 544 773 vC1, stage 1 conf vol 571 571 790 790 vC2, stage 2 conf vol 795 795 696 577 vCu, unblocked vol 1309 1309 542 1480 1309 516 544 463 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) 6.1 5.5 6.1 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 90 100 72 97 100 96 99 98 cM capacity (veh/h) 281 291 529 228 298 363 1008 739 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2 Volume Total 174 24 11 725 16 524 Volume Left 27 8 11 0 16 0 Volume Right 147 15 0 10 0 11 cSH 465 303 1008 1700 739 1700 Volume to Capacity 0.37 0.08 0.01 0.43 0.02 0.31 Queue Length 95th (ft) 43 61020 Control Delay (s) 17.3 17.9 8.6 0.0 10.0 0.0 Lane LOS C C A A Approach Delay (s) 17.3 17.9 0.1 0.3 Approach LOS C C Intersection Summary Average Delay 2.5 Intersection Capacity Utilization 53.4% ICU Level of Service A Analysis Period (min) 15 HCM 2010 Signalized Intersection Summary Memorial Day Sunday Midday 37: Dolliver St. (SR 1) & PCV/PBSMHP General Plan Buildout Conditions (Year 2035) Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 52 0 45 5 0 15 41 616 8 18 542 55 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.92 0.92 0.94 0.92 1.00 0.97 1.00 0.85 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 57 0 49 5 0 16 45 670 9 20 589 60 Adj No. of Lanes 010010110110 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 230 31 124 126 35 213 84 999 13 43 852 87 Arrive On Green 0.19 0.00 0.19 0.19 0.00 0.19 0.05 0.55 0.55 0.02 0.52 0.52 Sat Flow, veh/h 596 165 654 167 184 1122 1774 1833 25 1774 1632 166 Grp Volume(v), veh/h 106 0 0 21 0 0 45 0 679 20 0 649 Grp Sat Flow(s),veh/h/ln 1415 0 0 1473 0 0 1774 0 1857 1774 0 1798 Q Serve(g_s), s 1.2 0.0 0.0 0.0 0.0 0.0 1.2 0.0 12.4 0.5 0.0 12.8 Cycle Q Clear(g_c), s 2.9 0.0 0.0 0.5 0.0 0.0 1.2 0.0 12.4 0.5 0.0 12.8 Prop In Lane 0.54 0.46 0.24 0.76 1.00 0.01 1.00 0.09 Lane Grp Cap(c), veh/h 385 0 0 373 0 0 84 0 1012 43 0 939 V/C Ratio(X) 0.28 0.00 0.00 0.06 0.00 0.00 0.54 0.00 0.67 0.46 0.00 0.69 Avail Cap(c_a), veh/h 630 0 0 627 0 0 191 0 1024 187 0 988 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.6 0.0 0.0 15.8 0.0 0.0 22.0 0.0 7.7 22.8 0.0 8.4 Incr Delay (d2), s/veh 0.3 0.0 0.0 0.0 0.0 0.0 2.0 0.0 1.7 2.8 0.0 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.2 0.0 0.0 0.2 0.0 0.0 0.6 0.0 6.7 0.3 0.0 6.6 LnGrp Delay(d),s/veh 16.9 0.0 0.0 15.8 0.0 0.0 24.0 0.0 9.4 25.6 0.0 10.4 LnGrp LOS B B C A C B Approach Vol, veh/h 106 21 724 669 Approach Delay, s/veh 16.9 15.8 10.3 10.9 Approach LOS BBBB Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 12.5 5.7 29.1 12.5 4.7 30.2 Change Period (Y+Rc), s 3.5 3.5 4.4 3.5 3.5 4.4 Max Green Setting (Gmax), s 17.5 5.1 26.0 17.5 5.0 26.1 Max Q Clear Time (g_c+I1), s 4.9 3.2 14.8 2.5 2.5 14.4 Green Ext Time (p_c), s 0.4 0.0 6.5 0.5 0.0 6.6 Intersection Summary HCM 2010 Ctrl Delay 11.1 HCM 2010 LOS B HCM 2010 Roundabout PM Weekday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 8.9 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 382 146 220 320 Demand Flow Rate, veh/h 390 149 224 327 Vehicles Circulating, veh/h 332 207 276 355 Vehicles Exiting, veh/h 334 293 446 0 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 4040 Ped Cap Adj 0.999 1.000 0.999 1.000 Approach Delay, s/veh 11.1 5.6 7.1 9.1 Approach LOS BAAA Lane Left Left Left Left Bypass Designated Moves TR LT LR LT R Assumed Moves TR LT LR LT R RT Channelized Free Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 390 149 224 311 16 Cap Entry Lane, veh/h 811 919 857 792 1938 Entry HV Adj Factor 0.980 0.983 0.982 0.979 0.980 Flow Entry, veh/h 382 146 220 304 16 Cap Entry, veh/h 794 903 842 776 1900 V/C Ratio 0.481 0.162 0.261 0.393 0.008 Control Delay, s/veh 11.1 5.6 7.1 9.6 0.0 LOS BAAAA 95th %tile Queue, veh 31120 HCM 2010 TWSC PM Weekday 16: Dolliver St. (SR 1) & Wadsworth Ave.GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 6 10 25 32 14 15 10 169 52 8 314 6 Conflicting Peds, #/hr 2 0 8 8 0 2 22 0 9 9 0 22 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 8 13 32 41 18 19 13 219 67 10 406 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 734 759 440 731 729 282 422 0 0 294 0 0 Stage 1 439 439 - 286 286 - - - - - - - Stage 2 295 320 - 445 443 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 336 336 617 337 350 757 1137 - - 1268 - - Stage 1 597 578 - 721 675 - - - - - - - Stage 2 713 652 - 592 576 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 300 324 602 296 337 738 1116 - - 1245 - - Mov Cap-2 Maneuver 300 324 - 296 337 - - - - - - - Stage 1 585 568 - 706 661 - - - - - - - Stage 2 654 639 - 532 566 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.6 17.2 0.4 0.2 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1116 - - 315 602 307 738 1245 - - HCM Lane V/C Ratio 0.012 - - 0.066 0.054 0.194 0.026 0.008 - - HCM Control Delay (s) 8.3 0 - 17.2 11.3 19.5 10 7.9 0 - HCM Lane LOS A A - C B C B A A - HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0.7 0.1 0 - - HCM 2010 TWSC PM Weekday 20: Dolliver St. (SR 1) & Main Street GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 8 7 36 9 1 9 14 236 19 7 369 19 Conflicting Peds, #/hr 8 0 16 16 0 8 56 0 23 23 0 56 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 9 47 12 1 12 18 305 25 9 477 25 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 894 906 562 898 906 390 518 0 0 346 0 0 Stage 1 524 524 - 370 370 - - - - - - - Stage 2 370 382 - 528 536 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 262 276 526 260 276 658 1048 - - 1213 - - Stage 1 537 530 - 650 620 - - - - - - - Stage 2 650 613 - 534 523 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 235 260 495 210 260 619 999 - - 1156 - - Mov Cap-2 Maneuver 235 260 - 210 260 - - - - - - - Stage 1 518 517 - 627 598 - - - - - - - Stage 2 593 592 - 448 510 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.3 17.2 0.5 0.1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 999 - - 246 495 214 619 1156 - - HCM Lane V/C Ratio 0.018 - - 0.079 0.094 0.06 0.019 0.008 - - HCM Control Delay (s) 8.7 0 - 20.9 13 22.9 10.9 8.1 0 - HCM Lane LOS A A - C B C B A A - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.3 0.2 0.1 0 - - Lanes, Volumes, Timings PM Weekday 21: Cypress Street & Pomeroy Ave.GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 77 99 20 000000 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow (prot)00001802 0000000 Flt Permitted 0.981 Satd. Flow (perm)00001802 0000000 Right Turn on Red Yes Yes Yes Yes Yes Satd. Flow (RTOR) 81 Link Speed (mph) 25 25 25 25 Link Distance (ft) 307 350 317 359 Travel Time (s) 8.4 9.5 8.6 9.8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 119% 119% 119% 119% 119% 119% 119% 119% 119% 119% 119% 119% Shared Lane Traffic (%) Lane Group Flow (vph)00002540000000 Turn Type Perm NA Protected Phases 8 Permitted Phases 8 Total Split (s) 20.0 20.0 Total Lost Time (s) 4.0 Act Effct Green (s) 8.8 Actuated g/C Ratio 0.24 v/c Ratio 0.51 Control Delay 10.6 Queue Delay 0.0 Total Delay 10.6 LOS B Approach Delay 10.6 Approach LOS B Intersection Summary Area Type: Other Cycle Length: 50 Actuated Cycle Length: 36 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.51 Intersection Signal Delay: 10.6 Intersection LOS: B Intersection Capacity Utilization 16.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 21: Cypress Street & Pomeroy Ave. Lanes, Volumes, Timings PM Weekday 21: Cypress Street & Pomeroy Ave.GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Lane Group ø7 Lane Configurations Volume (vph) Ideal Flow (vphpl) Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Growth Factor Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 7 Permitted Phases Total Split (s) 30.0 Total Lost Time (s) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary HCM 2010 Signalized Intersection Summary PM Weekday 22: Dolliver St. (SR 1) & Pomeroy Ave.GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 0 0 0 38 55 19 74 260 0 0 339 68 Number 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 0.92 0.98 1.00 1.00 0.86 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1900 1863 0 0 1863 1863 Adj Flow Rate, veh/h 49 71 25 96 336 0 0 438 88 Adj No. of Lanes 110010011 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222220022 Cap, veh/h 779 564 199 162 505 0 0 821 599 Arrive On Green 0.44 0.44 0.44 0.15 0.15 0.00 0.00 0.44 0.44 Sat Flow, veh/h 1774 1285 452 200 1146 0 0 1863 1359 Grp Volume(v), veh/h 49 0 96 432 0 0 0 438 88 Grp Sat Flow(s),veh/h/ln 1774 0 1737 1347 0 0 0 1863 1359 Q Serve(g_s), s 1.0 0.0 2.0 8.9 0.0 0.0 0.0 10.3 2.3 Cycle Q Clear(g_c), s 1.0 0.0 2.0 19.2 0.0 0.0 0.0 10.3 2.3 Prop In Lane 1.00 0.26 0.22 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 779 0 763 667 0 0 0 821 599 V/C Ratio(X) 0.06 0.00 0.13 0.65 0.00 0.00 0.00 0.53 0.15 Avail Cap(c_a), veh/h 779 0 763 811 0 0 0 1003 731 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.95 0.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 9.7 0.0 10.0 22.2 0.0 0.0 0.0 12.3 10.0 Incr Delay (d2), s/veh 0.2 0.0 0.3 1.0 0.0 0.0 0.0 0.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.5 0.0 1.0 7.1 0.0 0.0 0.0 5.4 0.9 LnGrp Delay(d),s/veh 9.9 0.0 10.3 23.2 0.0 0.0 0.0 13.0 10.2 LnGrp LOS A B C B B Approach Vol, veh/h 145 432 526 Approach Delay, s/veh 10.2 23.2 12.6 Approach LOS B C B Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 30.1 29.9 30.1 Change Period (Y+Rc), s 3.7 3.5 3.7 Max Green Setting (Gmax), s 32.3 20.5 32.3 Max Q Clear Time (g_c+I1), s 12.3 4.0 21.2 Green Ext Time (p_c), s 7.4 0.3 5.3 Intersection Summary HCM 2010 Ctrl Delay 16.4 HCM 2010 LOS B HCM 2010 Signalized Intersection Summary PM Weekday 25: Dolliver St. (SR 1) & Hinds Avenue GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 49 70 40 000029658323500 Number 5 2 12 3 8 18 7 4 14 Initial Q (Qb), veh 0 0 0 000000 Ped-Bike Adj(A_pbT) 1.00 0.93 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 0 1863 1863 1900 1863 0 Adj Flow Rate, veh/h 63 91 52 0 383 75 41 453 0 Adj No. of Lanes 0 2 0 011010 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 0 022220 Cap, veh/h 125 183 106 0 1415 1190 128 1288 0 Arrive On Green 0.12 0.12 0.12 0.00 0.76 0.76 1.00 1.00 0.00 Sat Flow, veh/h 1037 1520 882 0 1863 1566 83 1696 0 Grp Volume(v), veh/h 110 0 96 0 383 75 494 0 0 Grp Sat Flow(s),veh/h/ln 1811 0 1628 0 1863 1566 1779 0 0 Q Serve(g_s), s 3.4 0.0 3.3 0.0 3.7 0.7 0.0 0.0 0.0 Cycle Q Clear(g_c), s 3.4 0.0 3.3 0.0 3.7 0.7 0.0 0.0 0.0 Prop In Lane 0.57 0.54 0.00 1.00 0.08 0.00 Lane Grp Cap(c), veh/h 218 0 196 0 1415 1190 1417 0 0 V/C Ratio(X) 0.51 0.00 0.49 0.00 0.27 0.06 0.35 0.00 0.00 Avail Cap(c_a), veh/h 498 0 448 0 1415 1190 1417 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.81 0.00 0.00 Uniform Delay (d), s/veh 24.7 0.0 24.7 0.0 2.2 1.8 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.7 0.0 0.7 0.0 0.5 0.1 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.8 0.0 1.5 0.0 2.0 0.3 0.2 0.0 0.0 LnGrp Delay(d),s/veh 25.4 0.0 25.4 0.0 2.6 1.9 0.5 0.0 0.0 LnGrp LOS C C A A A Approach Vol, veh/h 206 458 494 Approach Delay, s/veh 25.4 2.5 0.5 Approach LOS C A A Timer 12345678 Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 10.7 49.3 49.3 Change Period (Y+Rc), s 3.5 3.7 3.7 Max Green Setting (Gmax), s 16.5 36.3 36.3 Max Q Clear Time (g_c+I1), s 5.4 2.0 5.7 Green Ext Time (p_c), s 0.6 5.9 5.8 Intersection Summary HCM 2010 Ctrl Delay 5.8 HCM 2010 LOS A HCM 2010 AWSC PM Weekday 30: Cypress Street & Stimson Avenue GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 7.8 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 6 23 24 0 28 55 35 0 2 22 4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 7 25 26 0 30 60 38 0 2 24 4 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 7.4 7.9 7.5 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 7% 11% 24% 16% Vol Thru, % 79% 43% 47% 72% Vol Right, % 14% 45% 30% 12% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 28 53 118 89 LT Vol 2 6 28 14 Through Vol 22 23 55 64 RT Vol 4 24 35 11 Lane Flow Rate 30 58 128 97 Geometry Grp 1111 Degree of Util (X) 0.037 0.066 0.145 0.114 Departure Headway (Hd) 4.372 4.106 4.068 4.235 Convergence, Y/N Yes Yes Yes Yes Cap 823 877 868 832 Service Time 2.376 2.108 2.156 2.333 HCM Lane V/C Ratio 0.036 0.066 0.147 0.117 HCM Control Delay 7.5 7.4 7.9 7.9 HCM Lane LOS AAAA HCM 95th-tile Q 0.1 0.2 0.5 0.4 HCM 2010 AWSC PM Weekday 30: Cypress Street & Stimson Avenue GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 14 64 11 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 15 70 12 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 7.9 HCM LOS A Lane HCM 2010 Signalized Intersection Summary PM Weekday 31: Dolliver St. (SR 1) & Stimson Avenue GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 18 0 28 223 58 37 33 364 0 0 421 38 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.96 0.92 0.93 0.95 0.99 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1900 1900 1863 0 0 1863 1863 Adj Flow Rate, veh/h 20 0 30 242 63 40 36 396 0 0 458 41 Adj No. of Lanes 010110010011 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222220022 Cap, veh/h 274 51 275 622 337 214 141 776 0 0 841 694 Arrive On Green 0.32 0.00 0.32 0.32 0.32 0.32 0.45 0.45 0.00 0.00 0.45 0.45 Sat Flow, veh/h 409 159 852 1273 1044 663 69 1717 0 0 1863 1538 Grp Volume(v), veh/h 50 0 0 242 0 103 432 0 0 0 458 41 Grp Sat Flow(s),veh/h/ln 1419 0 0 1273 0 1707 1786 0 0 0 1863 1538 Q Serve(g_s), s 0.0 0.0 0.0 4.6 0.0 1.5 0.0 0.0 0.0 0.0 6.3 0.5 Cycle Q Clear(g_c), s 0.8 0.0 0.0 5.4 0.0 1.5 5.9 0.0 0.0 0.0 6.3 0.5 Prop In Lane 0.40 0.60 1.00 0.39 0.08 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 600 0 0 622 0 551 917 0 0 0 841 694 V/C Ratio(X) 0.08 0.00 0.00 0.39 0.00 0.19 0.47 0.00 0.00 0.00 0.54 0.06 Avail Cap(c_a), veh/h 776 0 0 786 0 771 917 0 0 0 841 694 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 8.4 0.0 0.0 9.9 0.0 8.7 6.9 0.0 0.0 0.0 7.1 5.5 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.4 0.0 0.2 1.7 0.0 0.0 0.0 2.5 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.3 0.0 0.0 2.0 0.0 0.7 3.4 0.0 0.0 0.0 3.8 0.3 LnGrp Delay(d),s/veh 8.5 0.0 0.0 10.3 0.0 8.8 8.7 0.0 0.0 0.0 9.6 5.6 LnGrp LOS A B A A A A Approach Vol, veh/h 50 345 432 499 Approach Delay, s/veh 8.5 9.8 8.7 9.3 Approach LOS AAAA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 20.0 15.4 20.0 15.4 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 16.0 16.0 16.0 16.0 Max Q Clear Time (g_c+I1), s 7.9 2.8 8.3 7.4 Green Ext Time (p_c), s 3.8 1.5 3.6 1.2 Intersection Summary HCM 2010 Ctrl Delay 9.2 HCM 2010 LOS A HCM 2010 TWSC PM Weekday 32: Price St. & Stimson Avenue GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 0 0 2 151 446 1 1 1105 176 Conflicting Peds, #/hr 0 0 0 0 0 0 19 0 0 0 0 19 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 30 0 - - 0 - - Veh in Median Storage, # - 0 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 0 2 164 485 1 1 1201 191 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1417 2209 262 1392 0 0 486 0 0 Stage 1 814 814 - - - - - - - Stage 2 603 1395 - - - - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 128 44 737 487 - - 1073 - - Stage 1 396 390 - - - - - - - Stage 2 509 207 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 83 0 725 479 - - 1056 - - Mov Cap-2 Maneuver 171 0 - - - - - - - Stage 1 260 0 - - - - - - - Stage 2 500 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 10 4.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT NBRWBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 479 - - - 725 1056 - - HCM Lane V/C Ratio 0.343 - - - 0.003 0.001 - - HCM Control Delay (s) 16.4 - - 0 10 8.4 - - HCM Lane LOS C - - A B A - - HCM 95th %tile Q(veh) 1.5 - - - 0 0 - - HCM 2010 TWSC PM Weekday 33: Cypress Street & Ocean View Avenue GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 6 8 7 7 19 6 0 19 8 22 72 23 Conflicting Peds, #/hr 8 0 14 14 0 8 65 0 20 20 0 65 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 9 8 8 21 7 0 21 9 24 78 25 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 206 196 170 200 204 104 117 0 0 43 0 0 Stage 1 153 153 - 39 39 - - - - - - - Stage 2 53 43 - 161 165 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 752 699 874 759 692 951 1471 - - 1566 - - Stage 1 849 771 - 976 862 - - - - - - - Stage 2 960 859 - 841 762 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 672 671 817 687 664 889 1391 - - 1481 - - Mov Cap-2 Maneuver 672 671 - 687 664 - - - - - - - Stage 1 839 749 - 965 852 - - - - - - - Stage 2 879 849 - 766 740 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.2 10.4 0 1.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1391 - - 714 702 1481 - - HCM Lane V/C Ratio - - - 0.032 0.05 0.016 - - HCM Control Delay (s) 0 - - 10.2 10.4 7.5 0 - HCM Lane LOS A - -BBAA - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - HCM 2010 TWSC PM Weekday 34: Dolliver St. (SR 1) & Ocean View Avenue GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 4 37 5 0 0 0 10 393 72 55 593 20 Conflicting Peds, #/hr 6 0 9 9 0 6 18 0 11 11 0 18 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 40 5 0 0 0 11 427 78 60 645 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1272 1311 682 675 0 0 505 0 0 Stage 1 784 784 - - - - - - - Stage 2 488 527 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 185 159 450 916 - - 1060 - - Stage 1 450 404 - - - - - - - Stage 2 617 528 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 163 0 440 902 - - 1044 - - Mov Cap-2 Maneuver 163 0 - - - - - - - Stage 1 406 0 - - - - - - - Stage 2 602 0 - - - - - - - Approach EB NB SB HCM Control Delay, s 22.9 0.2 0.7 HCM LOS C Minor Lane/Major Mvmt NBL NBT NBREBLn1 SBL SBT SBR Capacity (veh/h) 902 - - 251 1044 - - HCM Lane V/C Ratio 0.012 - - 0.199 0.057 - - HCM Control Delay (s) 9 0 - 22.9 8.7 0 - HCM Lane LOS A A - C A A - HCM 95th %tile Q(veh) 0 - - 0.7 0.2 - - HCM 2010 TWSC PM Weekday 35: Price St. & Ocean View Avenue GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 22 1 158 0 0 0 0 583 0 2 1113 0 Conflicting Peds, #/hr 3 0 0 0 0 0 12 0 0 4 0 12 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - Stop Storage Length - - 30 - - - - - - 25 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 1 172 0 0 0 0 634 0 2 1210 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1534 1851 620 1247 1851 329 1213 0 0 634 0 0 Stage 1 1217 1217 - 634 634 - - - - - - - Stage 2 317 634 - 613 1217 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 79 73 431 130 73 667 571 - - 945 - - Stage 1 192 252 - 434 471 - - - - - - - Stage 2 669 471 - 446 252 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 78 73 426 76 73 660 565 - - 936 - - Mov Cap-2 Maneuver 78 73 - 76 73 - - - - - - - Stage 1 192 251 - 434 471 - - - - - - - Stage 2 662 471 - 262 251 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 25.7 0 0 0 HCM LOS D A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 565 - - 78 426 - 936 - - HCM Lane V/C Ratio - - - 0.321 0.403 - 0.002 - - HCM Control Delay (s) 0 - - 71.6 19 0 8.9 - - HCM Lane LOS A - - F C A A - - HCM 95th %tile Q(veh) 0 - - 1.2 1.9 - 0 - - HCM 2010 Signalized Intersection Summary PM Weekday 42: Fourth Street & Five Cities Drive GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 191 236 405 69 68 100 118 355 128 109 271 18 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 255 316 541 92 91 134 158 475 171 146 362 24 Adj No. of Lanes 111110120111 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 300 486 571 118 108 159 198 835 298 177 588 499 Arrive On Green 0.17 0.26 0.26 0.07 0.16 0.16 0.11 0.33 0.33 0.10 0.32 0.32 Sat Flow, veh/h 1774 1863 1514 1774 681 1003 1774 2551 912 1774 1863 1581 Grp Volume(v), veh/h 255 316 541 92 0 225 158 328 318 146 362 24 Grp Sat Flow(s),veh/h/ln 1774 1863 1514 1774 0 1684 1774 1770 1694 1774 1863 1581 Q Serve(g_s), s 9.1 9.8 17.0 3.3 0.0 8.5 5.7 10.0 10.1 5.3 10.8 0.7 Cycle Q Clear(g_c), s 9.1 9.8 17.0 3.3 0.0 8.5 5.7 10.0 10.1 5.3 10.8 0.7 Prop In Lane 1.00 1.00 1.00 0.60 1.00 0.54 1.00 1.00 Lane Grp Cap(c), veh/h 300 486 571 118 0 267 198 579 554 177 588 499 V/C Ratio(X) 0.85 0.65 0.95 0.78 0.00 0.84 0.80 0.57 0.57 0.82 0.62 0.05 Avail Cap(c_a), veh/h 313 486 571 123 0 267 259 579 554 177 588 499 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.3 21.4 19.9 29.9 0.0 26.6 28.2 18.1 18.1 28.7 18.9 15.5 Incr Delay (d2), s/veh 17.9 2.4 24.8 23.9 0.0 20.1 9.3 4.0 4.3 24.6 4.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 5.9 5.3 13.2 2.4 0.0 5.4 3.3 5.5 5.3 3.8 6.3 0.3 LnGrp Delay(d),s/veh 44.1 23.8 44.7 53.8 0.0 46.7 37.6 22.1 22.4 53.4 23.7 15.7 LnGrp LOS DCDD DDCCDCB Approach Vol, veh/h 1112 317 804 532 Approach Delay, s/veh 38.6 48.8 25.3 31.5 Approach LOS DDCC Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.0 25.8 7.8 21.5 10.8 25.0 14.5 14.8 Change Period (Y+Rc), s 3.5 4.5 3.5 * 4.5 3.5 * 4.5 3.5 4.5 Max Green Setting (Gmax), s 6.5 21.3 4.5 * 17 9.5 * 19 11.5 9.7 Max Q Clear Time (g_c+I1), s 7.3 12.1 5.3 19.0 7.7 12.8 11.1 10.5 Green Ext Time (p_c), s 0.0 2.8 0.0 0.0 0.0 2.1 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 34.5 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. HCM 2010 Signalized Intersection Summary PM Weekday 46: Oak Park Blvd. & W. Branch St.GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 0 0 0 439 74 77 230 451 415 201 660 182 Number 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 625 0 98 292 574 528 256 839 231 Adj No. of Lanes 201120120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222 Cap, veh/h 670 0 299 296 1278 1132 340 1397 385 Arrive On Green 0.19 0.00 0.19 0.17 0.72 0.72 0.51 0.51 0.51 Sat Flow, veh/h 3548 0 1583 1774 1770 1567 508 2734 752 Grp Volume(v), veh/h 625 0 98 292 574 528 256 543 527 Grp Sat Flow(s),veh/h/ln 1774 0 1583 1774 1770 1567 508 1770 1717 Q Serve(g_s), s 15.6 0.0 4.8 14.8 12.0 12.7 44.7 19.5 19.5 Cycle Q Clear(g_c), s 15.6 0.0 4.8 14.8 12.0 12.7 44.7 19.5 19.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.44 Lane Grp Cap(c), veh/h 670 0 299 296 1278 1132 340 904 877 V/C Ratio(X) 0.93 0.00 0.33 0.99 0.45 0.47 0.75 0.60 0.60 Avail Cap(c_a), veh/h 670 0 299 296 1278 1132 340 904 877 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.9 0.0 31.6 37.4 5.1 5.2 21.7 15.5 15.5 Incr Delay (d2), s/veh 20.0 0.0 0.6 48.8 0.2 0.3 9.2 1.1 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 9.5 0.0 2.1 11.2 5.8 5.5 7.1 9.8 9.5 LnGrp Delay(d),s/veh 56.0 0.0 32.2 86.2 5.4 5.5 30.9 16.6 16.7 LnGrp LOS E C F A A C B B Approach Vol, veh/h 723 1394 1326 Approach Delay, s/veh 52.7 22.4 19.4 Approach LOS D C B Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 69.0 19.0 50.0 21.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 65.0 15.0 46.0 17.0 Max Q Clear Time (g_c+I1), s 14.7 16.8 46.7 17.6 Green Ext Time (p_c), s 32.8 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 27.6 HCM 2010 LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 2010 Signalized Intersection Summary PM Weekday 47: US 101 Ramps/Camino Mercado & W. Branch St.GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 54 499 3 189 375 24 294 13 25 22 35 53 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 69 635 4 240 477 31 374 17 0 28 45 67 Adj No. of Lanes 120110110110 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 88 965 6 283 667 43 424 30 0 528 51 75 Arrive On Green 0.05 0.27 0.27 0.16 0.39 0.39 0.24 0.02 0.00 0.30 0.07 0.07 Sat Flow, veh/h 1774 3606 23 1774 1730 112 1774 1863 0 1774 677 1008 Grp Volume(v), veh/h 69 312 327 240 0 508 374 17 0 28 0 112 Grp Sat Flow(s),veh/h/ln 1774 1770 1859 1774 0 1843 1774 1863 0 1774 0 1685 Q Serve(g_s), s 2.6 10.5 10.5 8.8 0.0 15.6 13.6 0.6 0.0 0.8 0.0 4.4 Cycle Q Clear(g_c), s 2.6 10.5 10.5 8.8 0.0 15.6 13.6 0.6 0.0 0.8 0.0 4.4 Prop In Lane 1.00 0.01 1.00 0.06 1.00 0.00 1.00 0.60 Lane Grp Cap(c), veh/h 88 474 498 283 0 711 424 30 0 528 0 126 V/C Ratio(X) 0.79 0.66 0.66 0.85 0.00 0.71 0.88 0.56 0.00 0.05 0.00 0.89 Avail Cap(c_a), veh/h 119 474 498 292 0 711 499 513 0 528 0 126 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 31.4 21.8 21.8 27.3 0.0 17.4 24.5 32.7 0.0 16.8 0.0 30.7 Incr Delay (d2), s/veh 14.7 7.0 6.7 19.7 0.0 6.1 15.0 15.4 0.0 0.0 0.0 46.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.6 6.0 6.3 5.8 0.0 9.1 8.4 0.4 0.0 0.4 0.0 3.7 LnGrp Delay(d),s/veh 46.2 28.7 28.4 47.0 0.0 23.5 39.6 48.1 0.0 16.8 0.0 77.6 LnGrp LOS DCCD CDD B E Approach Vol, veh/h 708 748 391 140 Approach Delay, s/veh 30.3 31.0 39.9 65.4 Approach LOS C C D E Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.7 22.8 20.2 9.2 6.8 30.7 24.1 5.3 Change Period (Y+Rc), s 4.0 4.9 * 4.2 * 4.2 3.5 4.9 * 4.2 * 4.2 Max Green Setting (Gmax), s 11.0 17.9 * 19 * 5 4.5 24.9 * 5.4 * 18 Max Q Clear Time (g_c+I1), s 10.8 12.5 15.6 6.4 4.6 17.6 2.8 2.6 Green Ext Time (p_c), s 0.0 3.3 0.4 0.0 0.0 4.2 0.1 0.0 Intersection Summary HCM 2010 Ctrl Delay 34.9 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. HCM 2010 Signalized Intersection Summary PM Weekday 48: El Camino Real & US 101 SB Ramps GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 100 206 204 170 660 80 Number 7 4 8 18 1 16 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1863 1900 1863 1900 Adj Flow Rate, veh/h 127 262 259 216 934 0 Adj No. of Lanes 011021 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222220 Cap, veh/h 211 362 394 329 1344 612 Arrive On Green 0.42 0.42 0.42 0.42 0.38 0.00 Sat Flow, veh/h 215 864 940 784 3548 1615 Grp Volume(v), veh/h 389 0 0 475 934 0 Grp Sat Flow(s),veh/h/ln 1080 0 0 1724 1774 1615 Q Serve(g_s), s 5.4 0.0 0.0 8.7 8.8 0.0 Cycle Q Clear(g_c), s 14.1 0.0 0.0 8.7 8.8 0.0 Prop In Lane 0.33 0.45 1.00 1.00 Lane Grp Cap(c), veh/h 573 0 0 723 1344 612 V/C Ratio(X) 0.68 0.00 0.00 0.66 0.70 0.00 Avail Cap(c_a), veh/h 587 0 0 740 1344 612 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 10.5 0.0 0.0 9.2 10.4 0.0 Incr Delay (d2), s/veh 3.1 0.0 0.0 2.1 3.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 4.4 0.0 0.0 4.5 4.8 0.0 LnGrp Delay(d),s/veh 13.6 0.0 0.0 11.3 13.4 0.0 LnGrp LOS B B B Approach Vol, veh/h 389 475 934 Approach Delay, s/veh 13.6 11.3 13.4 Approach LOS B B B Timer 12345678 Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 20.6 19.0 20.6 Change Period (Y+Rc), s 4.0 4.0 4.0 Max Green Setting (Gmax), s 17.0 15.0 17.0 Max Q Clear Time (g_c+I1), s 16.1 10.8 10.7 Green Ext Time (p_c), s 0.5 1.6 2.9 Intersection Summary HCM 2010 Ctrl Delay 12.9 HCM 2010 LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 2010 Signalized Intersection Summary PM Weekday 49: Oak Park Blvd. & El Camino Real GPBO Conditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 402 76 320 24 31 77 68 617 24 138 686 0 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 580 0 407 31 39 98 86 785 31 176 872 0 Adj No. of Lanes 201110120121 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 1002 0 442 171 45 113 111 1067 42 214 1296 580 Arrive On Green 0.28 0.00 0.28 0.10 0.10 0.10 0.06 0.31 0.31 0.12 0.37 0.00 Sat Flow, veh/h 3548 0 1565 1774 468 1175 1774 3467 137 1774 3539 1583 Grp Volume(v), veh/h 580 0 407 31 0 137 86 401 415 176 872 0 Grp Sat Flow(s),veh/h/ln 1774 0 1565 1774 0 1642 1774 1770 1835 1774 1770 1583 Q Serve(g_s), s 11.6 0.0 20.9 1.3 0.0 6.8 4.0 16.8 16.8 8.0 17.2 0.0 Cycle Q Clear(g_c), s 11.6 0.0 20.9 1.3 0.0 6.8 4.0 16.8 16.8 8.0 17.2 0.0 Prop In Lane 1.00 1.00 1.00 0.72 1.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 1002 0 442 171 0 158 111 545 565 214 1296 580 V/C Ratio(X) 0.58 0.00 0.92 0.18 0.00 0.87 0.78 0.74 0.74 0.82 0.67 0.00 Avail Cap(c_a), veh/h 1026 0 452 171 0 158 192 597 619 299 1407 629 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 25.6 0.0 28.9 34.5 0.0 37.0 38.4 25.7 25.7 35.6 22.1 0.0 Incr Delay (d2), s/veh 0.8 0.0 23.9 0.5 0.0 36.2 11.0 4.3 4.2 11.9 1.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 5.8 0.0 11.9 0.7 0.0 4.7 2.3 8.9 9.2 4.6 8.6 0.0 LnGrp Delay(d),s/veh 26.3 0.0 52.8 35.0 0.0 73.2 49.4 30.0 29.9 47.5 23.3 0.0 LnGrp LOS C D D E DCCDC Approach Vol, veh/h 987 168 902 1048 Approach Delay, s/veh 37.3 66.1 31.8 27.4 Approach LOS D E C C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 14.0 29.6 27.4 9.2 34.4 12.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 14.0 28.0 24.0 9.0 33.0 8.0 Max Q Clear Time (g_c+I1), s 10.0 18.8 22.9 6.0 19.2 8.8 Green Ext Time (p_c), s 0.2 6.7 0.5 0.0 9.3 0.0 Intersection Summary HCM 2010 Ctrl Delay 33.9 HCM 2010 LOS C Notes User approved volume balancing among the lanes for turning movement. HCM 2010 Roundabout Summer Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 17.3 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 603 202 413 365 Demand Flow Rate, veh/h 615 206 421 372 Vehicles Circulating, veh/h 382 382 358 588 Vehicles Exiting, veh/h 565 397 639 0 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0 10 10 0 Ped Cap Adj 1.000 0.999 0.999 1.000 Approach Delay, s/veh 24.7 7.8 12.5 15.6 Approach LOS C A B C Lane Left Left Left Left Bypass Designated Moves TR LT LR LT R Assumed Moves TR LT LR LT R RT Channelized Free Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 615 206 421 359 13 Cap Entry Lane, veh/h 771 771 790 628 1938 Entry HV Adj Factor 0.981 0.983 0.981 0.981 0.980 Flow Entry, veh/h 603 202 413 352 13 Cap Entry, veh/h 757 757 774 616 1900 V/C Ratio 0.797 0.267 0.534 0.572 0.007 Control Delay, s/veh 24.7 7.8 12.5 16.2 0.0 LOS C A B C A 95th %tile Queue, veh 81340 HCM 2010 TWSC Summer Sunday Midday 16: Dolliver St. (SR 1) & Wadsworth Ave.GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 9 27 29 34 18 15 22 412 75 26 528 12 Conflicting Peds, #/hr 26 0 13 13 0 26 66 0 22 22 0 66 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 29 32 37 20 16 24 448 82 28 574 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1235 1266 672 1240 1231 581 613 0 0 555 0 0 Stage 1 663 663 - 562 562 - - - - - - - Stage 2 572 603 - 678 669 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 153 169 456 152 177 514 966 - - 1015 - - Stage 1 450 459 - 512 510 - - - - - - - Stage 2 505 488 - 442 456 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 116 149 422 104 156 475 913 - - 959 - - Mov Cap-2 Maneuver 116 149 - 104 156 - - - - - - - Stage 1 424 430 - 482 480 - - - - - - - Stage 2 425 459 - 345 427 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 28.9 50.1 0.4 0.4 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 913 - - 139 422 118 475 959 - - HCM Lane V/C Ratio 0.026 - - 0.282 0.075 0.479 0.034 0.029 - - HCM Control Delay (s) 9 0 - 40.7 14.2 60.8 12.8 8.9 0 - HCM Lane LOS A A - E B F B A A - HCM 95th %tile Q(veh) 0.1 - - 1.1 0.2 2.2 0.1 0.1 - - HCM 2010 TWSC Summer Sunday Midday 20: Dolliver St. (SR 1) & Main Street GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 17.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 33 18 77 18 10 28 77 464 94 20 512 49 Conflicting Peds, #/hr 74 0 39 39 0 74 305 0 242 242 0 305 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 36 20 84 20 11 30 84 504 102 22 557 53 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1503 1549 962 1507 1524 934 684 0 0 681 0 0 Stage 1 701 701 - 797 797 - - - - - - - Stage 2 802 848 - 710 727 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 100 114 310 99 118 322 909 - - 912 - - Stage 1 429 441 - 380 399 - - - - - - - Stage 2 378 378 - 424 429 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 45 77 217 28 80 225 678 - - 680 - - Mov Cap-2 Maneuver 45 77 - 28 80 - - - - - - - Stage 1 326 394 - 289 303 - - - - - - - Stage 2 190 287 - 176 383 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 123.6 145.9 1.3 0.4 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 678 - - 53 217 36 225 680 - - HCM Lane V/C Ratio 0.123 - - 1.046 0.386 0.845 0.135 0.032 - - HCM Control Delay (s) 11.1 0 - 262.4 31.6 268.3 23.5 10.5 0 - HCM Lane LOS B A - F D F C B A - HCM 95th %tile Q(veh) 0.4 - - 4.7 1.7 3 0.5 0.1 - - Lanes, Volumes, Timings Summer Sunday Midday 21: Cypress Street & Pomeroy Ave.GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 127 271 13 000000 Satd. Flow (prot)00001783 0000000 Flt Permitted 0.985 Satd. Flow (perm)00001472 0000000 Satd. Flow (RTOR) 50 Lane Group Flow (vph)00004470000000 Turn Type Perm NA Protected Phases 8 Permitted Phases 8 Total Split (s) 20.0 20.0 Total Lost Time (s) 4.0 Act Effct Green (s) 26.0 Actuated g/C Ratio 0.52 v/c Ratio 0.57 Control Delay 10.6 Queue Delay 0.0 Total Delay 10.6 LOS B Approach Delay 10.6 Approach LOS B Intersection Summary Cycle Length: 50 Actuated Cycle Length: 50 Offset: 0 (0%), Referenced to phase 2: and 6:, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.57 Intersection Signal Delay: 10.6 Intersection LOS: B Intersection Capacity Utilization 25.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 21: Cypress Street & Pomeroy Ave. Lanes, Volumes, Timings Summer Sunday Midday 21: Cypress Street & Pomeroy Ave.GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Lane Group ø7 Lane Configurations Volume (vph) Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Lane Group Flow (vph) Turn Type Protected Phases 7 Permitted Phases Total Split (s) 30.0 Total Lost Time (s) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings Summer Sunday Midday 22: Dolliver St. (SR 1) & Pomeroy Ave.GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 108 201 48 39 579 0 0 422 174 Satd. Flow (prot) 0 0 0 1770 *800 0 0 1857 0 0 *800 1583 Flt Permitted 0.950 0.957 Satd. Flow (perm) 0 0 0 1327 1603 0 0 1760 0 0 1863 758 Satd. Flow (RTOR) 21 9 Lane Group Flow (vph) 0 0 0 117 270 0 0 671 0 0 459 189 Turn Type Perm NA Perm NA NA Perm Protected Phases 6 8 4 Permitted Phases 6 8 4 Total Split (s) 22.0 22.0 38.0 38.0 38.0 38.0 Total Lost Time (s) 3.5 3.5 3.7 3.7 3.7 Act Effct Green (s) 18.5 18.5 34.3 34.3 34.3 Actuated g/C Ratio 0.31 0.31 0.57 0.57 0.57 v/c Ratio 0.29 1.03 0.67 1.00 0.43 Control Delay 18.1 90.1 7.9 61.3 10.8 Queue Delay 0.2 0.0 11.6 0.0 0.0 Total Delay 18.4 90.1 19.4 61.3 10.8 LOS B F B E B Approach Delay 68.4 19.4 46.6 Approach LOS E B D Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2: and 6:WBTL, Start of Green, Master Intersection Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 40.9 Intersection LOS: D Intersection Capacity Utilization 80.3% ICU Level of Service D Analysis Period (min) 15 * User Entered Value Splits and Phases: 22: Dolliver St. (SR 1) & Pomeroy Ave. Lanes, Volumes, Timings Summer Sunday Midday 25: Dolliver St. (SR 1) & Hinds Avenue GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 113 223 72 000056192554360 Satd. Flow (prot) 0 3337 00000*800 1583 0 1852 0 Flt Permitted 0.986 0.900 Satd. Flow (perm) 0 3238 000001863 1460 0 1673 0 Satd. Flow (RTOR) 41 100 Lane Group Flow (vph) 0 443 0000061010005340 Turn Type Perm NA NA Perm Perm NA Protected Phases 2 8 4 Permitted Phases 2 8 4 Total Split (s) 19.0 19.0 41.0 41.0 41.0 41.0 Total Lost Time (s) 3.5 3.7 3.7 3.7 Act Effct Green (s) 12.8 40.0 40.0 40.0 Actuated g/C Ratio 0.21 0.67 0.67 0.67 v/c Ratio 0.62 1.14 0.10 0.48 Control Delay 22.8 102.6 1.5 10.4 Queue Delay 0.0 0.6 0.0 1.1 Total Delay 22.8 103.3 1.5 11.4 LOS C F A B Approach Delay 22.8 88.9 11.4 Approach LOS C F B Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.14 Intersection Signal Delay: 47.0 Intersection LOS: D Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15 * User Entered Value Splits and Phases: 25: Dolliver St. (SR 1) & Hinds Avenue HCM 2010 AWSC Summer Sunday Midday 30: Cypress Street & Stimson Avenue GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 9.2 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 47 43 43 0 53 120 71 0 6 43 16 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 51 47 47 0 58 130 77 0 7 47 17 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8.7 9.7 8.5 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 9% 35% 22% 16% Vol Thru, % 66% 32% 49% 62% Vol Right, % 25% 32% 29% 22% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 65 133 244 128 LT Vol 6 47 53 20 Through Vol 43 43 120 80 RT Vol 16 43 71 28 Lane Flow Rate 71 145 265 139 Geometry Grp 1111 Degree of Util (X) 0.097 0.186 0.33 0.188 Departure Headway (Hd) 4.923 4.628 4.486 4.858 Convergence, Y/N Yes Yes Yes Yes Cap 723 772 798 735 Service Time 2.983 2.678 2.529 2.911 HCM Lane V/C Ratio 0.098 0.188 0.332 0.189 HCM Control Delay 8.5 8.7 9.7 9 HCM Lane LOS AAAA HCM 95th-tile Q 0.3 0.7 1.4 0.7 HCM 2010 AWSC Summer Sunday Midday 30: Cypress Street & Stimson Avenue GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 20 80 28 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 22 87 30 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9 HCM LOS A Lane HCM 2010 Signalized Intersection Summary Summer Sunday Midday 31: Dolliver St. (SR 1) & Stimson Avenue GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 27 0 50 136 86 33 56 549 0 0 418 102 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.98 0.98 0.97 1.00 1.00 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1900 1863 1900 1900 1863 0 0 1863 1863 Adj Flow Rate, veh/h 29 0 54 148 93 36 61 597 0 0 454 111 Adj No. of Lanes 010010010011 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222220022 Cap, veh/h 245 55 288 359 182 56 161 797 0 0 894 706 Arrive On Green 0.28 0.00 0.28 0.28 0.28 0.28 0.48 0.48 0.00 0.00 0.48 0.48 Sat Flow, veh/h 354 198 1028 688 648 200 89 1660 0 0 1863 1471 Grp Volume(v), veh/h 83 0 0 277 0 0 658 0 0 0 454 111 Grp Sat Flow(s),veh/h/ln 1579 0 0 1536 0 0 1749 0 0 0 1863 1471 Q Serve(g_s), s 0.0 0.0 0.0 3.9 0.0 0.0 3.2 0.0 0.0 0.0 5.6 1.4 Cycle Q Clear(g_c), s 1.3 0.0 0.0 5.1 0.0 0.0 10.0 0.0 0.0 0.0 5.6 1.4 Prop In Lane 0.35 0.65 0.53 0.13 0.09 0.00 0.00 1.00 Lane Grp Cap(c), veh/h 588 0 0 596 0 0 957 0 0 0 894 706 V/C Ratio(X) 0.14 0.00 0.00 0.46 0.00 0.00 0.69 0.00 0.00 0.00 0.51 0.16 Avail Cap(c_a), veh/h 872 0 0 894 0 0 957 0 0 0 894 706 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 9.1 0.0 0.0 10.4 0.0 0.0 7.0 0.0 0.0 0.0 6.0 4.9 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.6 0.0 0.0 4.0 0.0 0.0 0.0 2.1 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.6 0.0 0.0 2.2 0.0 0.0 5.8 0.0 0.0 0.0 3.3 0.6 LnGrp Delay(d),s/veh 9.2 0.0 0.0 11.0 0.0 0.0 11.0 0.0 0.0 0.0 8.0 5.4 LnGrp LOS A B B A A Approach Vol, veh/h 83 277 658 565 Approach Delay, s/veh 9.2 11.0 11.0 7.5 Approach LOS ABBA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 20.0 13.3 20.0 13.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 16.0 16.0 16.0 16.0 Max Q Clear Time (g_c+I1), s 12.0 3.3 7.6 7.1 Green Ext Time (p_c), s 2.7 1.9 5.0 1.5 Intersection Summary HCM 2010 Ctrl Delay 9.7 HCM 2010 LOS A HCM 2010 TWSC Summer Sunday Midday 32: Price St. & Stimson Avenue GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 1 0 0 155 679 1 0 684 150 Conflicting Peds, #/hr 0 0 2 2 0 0 7 0 7 7 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 30 0 - - 0 - - Veh in Median Storage, # - 0 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 1 0 0 168 738 1 0 743 163 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1450 1985 379 907 0 0 741 0 0 Stage 1 1078 1078 - - - - - - - Stage 2 372 907 - - - - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 122 61 619 746 - - 862 - - Stage 1 288 293 - - - - - - - Stage 2 667 353 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 94 0 614 742 - - 857 - - Mov Cap-2 Maneuver 174 0 - - - - - - - Stage 1 222 0 - - - - - - - Stage 2 663 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 25.8 2.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT NBRWBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 742 - - 174 - 857 - - HCM Lane V/C Ratio 0.227 - - 0.006 ---- HCM Control Delay (s) 11.3 - - 25.8 0 0 - - HCM Lane LOS B - - D A A - - HCM 95th %tile Q(veh) 0.9 - - 0 - 0 - - HCM 2010 TWSC Summer Sunday Midday 33: Cypress Street & Ocean View Avenue GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 5.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 16 26 30 13 16 9 3 37 23 40 106 33 Conflicting Peds, #/hr 85 0 71 71 0 85 80 0 51 51 0 80 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 17 28 33 14 17 10 3 40 25 43 115 36 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 463 462 298 480 467 218 236 0 0 150 0 0 Stage 1 305 305 - 144 144 - - - - - - - Stage 2 158 157 - 336 323 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 509 497 741 496 493 822 1331 - - 1431 - - Stage 1 705 662 - 859 778 - - - - - - - Stage 2 844 768 - 678 650 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 409 413 643 376 410 713 1242 - - 1336 - - Mov Cap-2 Maneuver 409 413 - 376 410 - - - - - - - Stage 1 653 594 - 796 721 - - - - - - - Stage 2 756 711 - 552 583 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.9 14 0.4 1.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1242 - - 484 441 1336 - - HCM Lane V/C Ratio 0.003 - - 0.162 0.094 0.033 - - HCM Control Delay (s) 7.9 0 - 13.9 14 7.8 0 - HCM Lane LOS A A -BBAA - HCM 95th %tile Q(veh) 0 - - 0.6 0.3 0.1 - - HCM 2010 TWSC Summer Sunday Midday 34: Dolliver St. (SR 1) & Ocean View Avenue GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 8 43 16 0 0 0 11 589 201 60 524 35 Conflicting Peds, #/hr 4 0 16 16 0 4 55 0 21 21 0 55 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 47 17 0 0 0 12 640 218 65 570 38 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1508 1618 660 624 0 0 859 0 0 Stage 1 735 735 - - - - - - - Stage 2 773 883 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 133 103 463 957 - - 782 - - Stage 1 474 425 - - - - - - - Stage 2 455 364 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 109 0 436 913 - - 746 - - Mov Cap-2 Maneuver 109 0 - - - - - - - Stage 1 406 0 - - - - - - - Stage 2 437 0 - - - - - - - Approach EB NB SB HCM Control Delay, s 29.6 0.1 1 HCM LOS D Minor Lane/Major Mvmt NBL NBT NBREBLn1 SBL SBT SBR Capacity (veh/h) 913 - - 218 746 - - HCM Lane V/C Ratio 0.013 - - 0.334 0.087 - - HCM Control Delay (s) 9 0 - 29.6 10.3 0 - HCM Lane LOS A A - D B A - HCM 95th %tile Q(veh) 0 - - 1.4 0.3 - - HCM 2010 TWSC Summer Sunday Midday 35: Price St. & Ocean View Avenue GPBOConditions (Year 2035) - With Improvements Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Int Delay, s/veh 14.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 147 1 212 2 0 2 0 683 6 5 686 0 Conflicting Peds, #/hr 4 0 3 3 0 4 6 0 1 1 0 6 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - Stop Storage Length - - 30 - - - - - - 25 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 160 1 230 2 0 2 0 742 7 5 746 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1136 1514 383 1138 1511 384 750 0 0 753 0 0 Stage 1 761 761 - 750 750 - - - - - - - Stage 2 375 753 - 388 761 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 157 119 615 156 119 614 855 - - 853 - - Stage 1 364 412 - 369 417 - - - - - - - Stage 2 618 416 - 607 412 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 154 118 610 95 118 609 851 - - 849 - - Mov Cap-2 Maneuver ~ 154 118 - 95 118 - - - - - - - Stage 1 363 408 - 368 416 - - - - - - - Stage 2 613 415 - 373 408 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 67.6 27.5 0 0.1 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 851 - - 154 610 164 849 - - HCM Lane V/C Ratio - - - 1.045 0.378 0.027 0.006 - - HCM Control Delay (s) 0 - - 143.7 14.4 27.5 9.3 - - HCM Lane LOS A - - F B D A - - HCM 95th %tile Q(veh) 0 - - 8.2 1.8 0.1 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 Roundabout Memorial Day Sunday Midday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Intersection Delay, s/veh 24.4 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 617 341 402 431 Demand Flow Rate, veh/h 630 348 410 439 Vehicles Circulating, veh/h 463 361 485 709 Vehicles Exiting, veh/h 667 534 608 0 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0 7 4 19 Ped Cap Adj 1.000 0.999 0.999 0.997 Approach Delay, s/veh 36.1 10.5 15.5 27.1 Approach LOS E B C D Lane Left Left Left Left Bypass Designated Moves TR LT LR LT R Assumed Moves TR LT LR LT R RT Channelized Free Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 630 348 410 421 18 Cap Entry Lane, veh/h 711 788 696 556 1943 Entry HV Adj Factor 0.980 0.980 0.980 0.980 0.980 Flow Entry, veh/h 617 341 402 413 18 Cap Entry, veh/h 697 771 682 544 1900 V/C Ratio 0.886 0.442 0.590 0.759 0.009 Control Delay, s/veh 36.1 10.5 15.5 28.3 0.0 LOS E B C D A 95th %tile Queue, veh 11 2 4 7 0 HCM 2010 TWSC Memorial Day Sunday Midday 16: Dolliver St. (SR 1) & Wadsworth Ave.GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 14 18 25 31 18 38 21 372 78 26 459 13 Conflicting Peds, #/hr 41 0 29 29 0 41 75 0 89 89 0 75 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 15 20 27 34 20 41 23 404 85 28 499 14 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1147 1180 636 1146 1144 577 554 0 0 530 0 0 Stage 1 604 604 - 533 533 - - - - - - - Stage 2 543 576 - 613 611 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 176 190 478 176 200 516 1016 - - 1037 - - Stage 1 485 488 - 531 525 - - - - - - - Stage 2 524 502 - 480 484 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 124 164 427 127 173 461 941 - - 960 - - Mov Cap-2 Maneuver 124 164 - 127 173 - - - - - - - Stage 1 453 452 - 495 490 - - - - - - - Stage 2 410 468 - 382 448 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 27.4 31.5 0.4 0.5 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 941 - - 144 427 141 461 960 - - HCM Lane V/C Ratio 0.024 - - 0.242 0.064 0.378 0.09 0.029 - - HCM Control Delay (s) 8.9 0 - 37.8 14 45.3 13.6 8.9 0 - HCM Lane LOS A A -EBEBAA - HCM 95th %tile Q(veh) 0.1 - - 0.9 0.2 1.6 0.3 0.1 - - HCM 2010 TWSC Memorial Day Sunday Midday 20: Dolliver St. (SR 1) & Main Street GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 37.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 26 19 67 27 18 46 66 403 144 27 422 26 Conflicting Peds, #/hr 146 0 142 142 0 146 380 0 278 278 0 380 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 28 21 73 29 20 50 72 438 157 29 459 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1494 1562 999 1494 1498 1042 633 0 0 741 0 0 Stage 1 678 678 - 806 806 - - - - - - - Stage 2 816 884 - 688 692 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 101 112 295 101 122 279 950 - - 866 - - Stage 1 442 452 - 376 395 - - - - - - - Stage 2 371 363 - 436 445 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 28 67 177 ~ 23 73 167 649 - - 592 - - Mov Cap-2 Maneuver ~ 28 67 - ~ 23 73 - - - - - - - Stage 1 322 370 - 274 288 - - - - - - - Stage 2 137 265 - 154 365 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 194.4 284.4 1.2 0.6 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 649 - - 37 177 32 167 592 - - HCM Lane V/C Ratio 0.111 - - 1.322 0.411 1.529 0.299 0.05 - - HCM Control Delay (s) 11.2 0 - $ 426 38.9$ 538.9 35.5 11.4 0 - HCM Lane LOS B A - F E F E B A - HCM 95th %tile Q(veh) 0.4 - - 5.1 1.8 5.5 1.2 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Memorial Day Sunday Midday 21: Cypress Street & Pomeroy Ave.GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 117 252 10 000000 Satd. Flow (prot)00001645 0000000 Flt Permitted 0.985 Satd. Flow (perm)00001645 0000000 Satd. Flow (RTOR) 50 Adj. Flow (vph) 0 0 0 127 274 11 000000 Lane Group Flow (vph)00004120000000 Turn Type Perm NA Protected Phases 8 Permitted Phases 8 Total Split (s) 20.0 20.0 Total Lost Time (s) 4.0 Act Effct Green (s) 13.1 Actuated g/C Ratio 0.35 v/c Ratio 0.68 Control Delay 15.2 Queue Delay 0.0 Total Delay 15.2 LOS B Approach Delay 15.2 Approach LOS B Intersection Summary Cycle Length: 50 Actuated Cycle Length: 37.5 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.68 Intersection Signal Delay: 15.2 Intersection LOS: B Intersection Capacity Utilization 25.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 21: Cypress Street & Pomeroy Ave. Lanes, Volumes, Timings Memorial Day Sunday Midday 21: Cypress Street & Pomeroy Ave.GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 2 Lane Group ø7 Lane Configurations Volume (vph) Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Satd. Flow (RTOR) Adj. Flow (vph) Lane Group Flow (vph) Turn Type Protected Phases 7 Permitted Phases Total Split (s) 30.0 Total Lost Time (s) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary Lanes, Volumes, Timings Memorial Day Sunday Midday 22: Dolliver St. (SR 1) & Pomeroy Ave.GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 0 0 0 138 161 74 24 551 0 0 325 200 Satd. Flow (prot) 0 0 0 1770 *400 0 0 1859 0 0 *600 1583 Flt Permitted 0.950 0.979 Satd. Flow (perm) 0 0 0 649 1565 0 0 1802 0 0 1863 704 Satd. Flow (RTOR) 45 138 Adj. Flow (vph) 0 0 0 150 175 80 26 599 0 0 353 217 Lane Group Flow (vph) 0 0 0 150 255 0 0 625 0 0 353 217 Turn Type Perm NA Perm NA NA Perm Protected Phases 6 8 4 Permitted Phases 6 8 4 Total Split (s) 27.0 27.0 33.0 33.0 33.0 33.0 Total Lost Time (s) 3.5 3.5 3.7 3.7 3.7 Act Effct Green (s) 23.5 23.5 29.3 29.3 29.3 Actuated g/C Ratio 0.39 0.39 0.49 0.49 0.49 v/c Ratio 0.59 1.39 0.71 1.20 0.52 Control Delay 26.7 224.8 10.6 141.5 9.5 Queue Delay 1.2 0.0 4.0 0.0 0.0 Total Delay 27.9 224.8 14.5 141.5 9.5 LOS C F B F A Approach Delay 151.8 14.5 91.3 Approach LOS F B F Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2: and 6:WBTL, Start of Green, Master Intersection Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.39 Intersection Signal Delay: 76.6 Intersection LOS: E Intersection Capacity Utilization 77.1% ICU Level of Service D Analysis Period (min) 15 * User Entered Value Splits and Phases: 22: Dolliver St. (SR 1) & Pomeroy Ave. Lanes, Volumes, Timings Memorial Day Sunday Midday 25: Dolliver St. (SR 1) & Hinds Avenue GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 154 218 73 0000392100534020 Satd. Flow (prot) 0 3270 00000*600 1583 0 1852 0 Flt Permitted 0.983 0.922 Satd. Flow (perm) 0 3091 000001863 1343 0 1704 0 Satd. Flow (RTOR) 38 109 Adj. Flow (vph) 167 237 79 0000426109584370 Lane Group Flow (vph) 0 483 0000042610904950 Turn Type Perm NA NA Perm Perm NA Protected Phases 2 8 4 Permitted Phases 2 8 4 Total Split (s) 21.0 21.0 39.0 39.0 39.0 39.0 Total Lost Time (s) 3.5 3.7 3.7 3.7 Act Effct Green (s) 14.3 38.5 38.5 38.5 Actuated g/C Ratio 0.24 0.64 0.64 0.64 v/c Ratio 0.63 1.11 0.12 0.45 Control Delay 22.4 96.2 1.7 10.6 Queue Delay 0.0 0.9 0.0 1.1 Total Delay 22.4 97.1 1.7 11.7 LOS C F A B Approach Delay 22.4 77.7 11.7 Approach LOS C E B Intersection Summary Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 38.4 Intersection LOS: D Intersection Capacity Utilization 68.5% ICU Level of Service C Analysis Period (min) 15 * User Entered Value Splits and Phases: 25: Dolliver St. (SR 1) & Hinds Avenue HCM 2010 AWSC Memorial Day Sunday Midday 30: Cypress Street & Stimson Avenue GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Intersection Delay, s/veh 9.9 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 52 36 57 0 82 123 77 0 13 68 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 57 39 62 0 89 134 84 0 14 74 20 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 9.1 10.8 9.2 HCM LOS A B A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 13% 36% 29% 16% Vol Thru, % 69% 25% 44% 60% Vol Right, % 18% 39% 27% 24% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 99 145 282 132 LT Vol 13 52 82 21 Through Vol 68 36 123 79 RT Vol 18 57 77 32 Lane Flow Rate 108 158 307 143 Geometry Grp 1111 Degree of Util (X) 0.153 0.209 0.396 0.201 Departure Headway (Hd) 5.131 4.77 4.65 5.048 Convergence, Y/N Yes Yes Yes Yes Cap 692 745 769 704 Service Time 3.216 2.844 2.713 3.128 HCM Lane V/C Ratio 0.156 0.212 0.399 0.203 HCM Control Delay 9.2 9.1 10.8 9.4 HCM Lane LOS AABA HCM 95th-tile Q 0.5 0.8 1.9 0.7 HCM 2010 AWSC Memorial Day Sunday Midday 30: Cypress Street & Stimson Avenue GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 21 79 32 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 23 86 35 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9.4 HCM LOS A Lane HCM 2010 Signalized Intersection Summary Memorial Day Sunday Midday 31: Dolliver St. (SR 1) & Stimson Avenue GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 16 0 47 205 109 61 44 442 0 0 350 131 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.96 0.90 0.91 0.94 0.97 1.00 1.00 0.90 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1900 1900 1863 0 0 1863 1900 Adj Flow Rate, veh/h 17 0 51 223 118 66 48 480 0 0 380 142 Adj No. of Lanes 010110010010 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222220022 Cap, veh/h 170 46 324 561 334 187 136 846 0 0 630 235 Arrive On Green 0.30 0.00 0.30 0.30 0.30 0.30 0.50 0.50 0.00 0.00 0.50 0.50 Sat Flow, veh/h 203 150 1061 1233 1097 613 83 1681 0 0 1251 467 Grp Volume(v), veh/h 68 0 0 223 0 184 528 0000522 Grp Sat Flow(s),veh/h/ln 1415 0 0 1233 0 1710 1764 00001718 Q Serve(g_s), s 0.0 0.0 0.0 4.5 0.0 3.5 0.0 0.0 0.0 0.0 0.0 9.0 Cycle Q Clear(g_c), s 1.4 0.0 0.0 5.9 0.0 3.5 8.2 0.0 0.0 0.0 0.0 9.0 Prop In Lane 0.25 0.75 1.00 0.36 0.09 0.00 0.00 0.27 Lane Grp Cap(c), veh/h 539 0 0 561 0 521 982 0000865 V/C Ratio(X) 0.13 0.00 0.00 0.40 0.00 0.35 0.54 0.00 0.00 0.00 0.00 0.60 Avail Cap(c_a), veh/h 645 0 0 658 0 656 982 0000865 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 10.6 0.0 0.0 12.0 0.0 11.3 7.2 0.0 0.0 0.0 0.0 7.4 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.5 0.0 0.4 2.1 0.0 0.0 0.0 0.0 3.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 0.6 0.0 0.0 2.2 0.0 1.7 4.7 0.0 0.0 0.0 0.0 5.0 LnGrp Delay(d),s/veh 10.7 0.0 0.0 12.4 0.0 11.7 9.3 0.0 0.0 0.0 0.0 10.5 LnGrp LOS B B B A B Approach Vol, veh/h 68 407 528 522 Approach Delay, s/veh 10.7 12.1 9.3 10.5 Approach LOS BBAB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 25.0 16.7 25.0 16.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 21.0 16.0 21.0 16.0 Max Q Clear Time (g_c+I1), s 10.2 3.4 11.0 7.9 Green Ext Time (p_c), s 5.4 2.0 5.1 1.6 Intersection Summary HCM 2010 Ctrl Delay 10.5 HCM 2010 LOS B HCM 2010 TWSC Memorial Day Sunday Midday 32: Price St. & Stimson Avenue GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 0 0 1 3 181 656 7 2 742 230 Conflicting Peds, #/hr 0 0 9 9 0 0 12 0 9 9 0 12 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 30 0 - - 0 - - Veh in Median Storage, # - 0 - - 1 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 0 1 3 197 713 8 2 807 250 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1527 2180 381 1057 0 0 730 0 0 Stage 1 1119 1119 - - - - - - - Stage 2 408 1061 - - - - - - - Critical Hdwy 6.84 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 5.84 5.54 - - - - - - - Critical Hdwy Stg 2 5.84 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 108 46 617 655 - - 870 - - Stage 1 274 280 - - - - - - - Stage 2 640 299 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 74 0 606 648 - - 861 - - Mov Cap-2 Maneuver 147 0 - - - - - - - Stage 1 189 0 - - - - - - - Stage 2 632 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 2.8 0 HCM LOS - Minor Lane/Major Mvmt NBL NBT NBRWBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 648 - - - 606 861 - - HCM Lane V/C Ratio 0.304 - - - 0.005 0.003 - - HCM Control Delay (s) 13 - - - 11 9.2 - - HCM Lane LOS B - - - B A - - HCM 95th %tile Q(veh) 1.3 - - - 0 0 - - HCM 2010 TWSC Memorial Day Sunday Midday 33: Cypress Street & Ocean View Avenue GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 21 21 42 23 35 26 14 47 42 41 127 53 Conflicting Peds, #/hr 46 0 37 37 0 46 211 0 107 107 0 211 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 23 23 46 25 38 28 15 51 46 45 138 58 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 486 475 424 486 481 331 242 0 0 143 0 0 Stage 1 302 302 - 150 150 - - - - - - - Stage 2 184 173 - 336 331 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 492 488 630 492 485 711 1324 - - 1440 - - Stage 1 707 664 - 853 773 - - - - - - - Stage 2 818 756 - 678 645 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 330 425 499 325 423 564 1091 - - 1187 - - Mov Cap-2 Maneuver 330 425 - 325 423 - - - - - - - Stage 1 670 611 - 808 732 - - - - - - - Stage 2 598 716 - 468 594 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.7 15.9 1.1 1.5 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1091 - - 426 421 1187 - - HCM Lane V/C Ratio 0.014 - - 0.214 0.217 0.038 - - HCM Control Delay (s) 8.3 0 - 15.7 15.9 8.2 0 - HCM Lane LOS A A - C C A A - HCM 95th %tile Q(veh) 0 - - 0.8 0.8 0.1 - - HCM 2010 TWSC Memorial Day Sunday Midday 34: Dolliver St. (SR 1) & Ocean View Avenue GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 12 58 35 0 0 0 28 473 190 52 491 58 Conflicting Peds, #/hr 21 0 13 13 0 21 82 0 81 81 0 82 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 13 63 38 0 0 0 30 514 207 57 534 63 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1377 1481 668 618 0 0 721 0 0 Stage 1 699 699 - - - - - - - Stage 2 678 782 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 160 125 458 962 - - 881 - - Stage 1 493 442 - - - - - - - Stage 2 504 405 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 130 0 419 896 - - 821 - - Mov Cap-2 Maneuver 130 0 - - - - - - - Stage 1 434 0 - - - - - - - Stage 2 466 0 - - - - - - - Approach EB NB SB HCM Control Delay, s 28.2 0.4 0.8 HCM LOS D Minor Lane/Major Mvmt NBL NBT NBREBLn1 SBL SBT SBR Capacity (veh/h) 896 - - 267 821 - - HCM Lane V/C Ratio 0.034 - - 0.427 0.069 - - HCM Control Delay (s) 9.2 0 - 28.2 9.7 0 - HCM Lane LOS A A - D A A - HCM 95th %tile Q(veh) 0.1 - - 2 0.2 - - HCM 2010 TWSC Memorial Day Sunday Midday 35: Price St. & Ocean View Avenue GPBO Conditions (Year 2035) - With Improvements Pismo Beach Circ Element Update - 336684 Synchro 8 Report Hatch Mott MacDonald Page 1 Intersection Int Delay, s/veh 10.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 121 1 176 1 0 1 0 708 9 9 746 0 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 2 2 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - Stop Storage Length - - 30 - - - - - - 25 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 132 1 191 1 0 1 0 770 10 10 811 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1217 1611 408 1202 1606 393 812 0 0 780 0 0 Stage 1 831 831 - 775 775 - - - - - - - Stage 2 386 780 - 427 831 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 137 103 593 140 104 606 810 - - 833 - - Stage 1 330 383 - 357 406 - - - - - - - Stage 2 609 404 - 576 383 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 135 102 592 93 103 604 809 - - 832 - - Mov Cap-2 Maneuver 135 102 - 93 103 - - - - - - - Stage 1 330 378 - 357 406 - - - - - - - Stage 2 607 404 - 383 378 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 64.1 27.7 0 0.1 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 809 - - 135 592 161 832 - - HCM Lane V/C Ratio - - - 0.982 0.323 0.014 0.012 - - HCM Control Delay (s) 0 - - 136.3 14 27.7 9.4 - - HCM Lane LOS A - - F B D A - - HCM 95th %tile Q(veh) 0 - - 6.9 1.4 0 0 - - HCM 2010 Signalized Intersection Summary PM Weekday 12: Price St. & Mattie Rd.GPBO Conditions (Yr 2035) - With Extension Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 20 177 140 525 89 199 Number 5 2 6 16 7 14 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 22 192 152 571 97 216 Adj No. of Lanes 011011 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222 Cap, veh/h 141 877 190 713 360 322 Arrive On Green 0.55 0.55 0.55 0.55 0.20 0.20 Sat Flow, veh/h 59 1585 343 1288 1774 1583 Grp Volume(v), veh/h 214 0 0 723 97 216 Grp Sat Flow(s),veh/h/ln 1644 0 0 1631 1774 1583 Q Serve(g_s), s 0.2 0.0 0.0 13.0 1.7 4.6 Cycle Q Clear(g_c), s 13.2 0.0 0.0 13.0 1.7 4.6 Prop In Lane 0.10 0.79 1.00 1.00 Lane Grp Cap(c), veh/h 1018 0 0 902 360 322 V/C Ratio(X) 0.21 0.00 0.00 0.80 0.27 0.67 Avail Cap(c_a), veh/h 1450 0 0 1341 948 846 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 4.1 0.0 0.0 6.5 12.3 13.4 Incr Delay (d2), s/veh 0.1 0.0 0.0 1.8 0.4 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 1.1 0.0 0.0 6.1 0.8 2.2 LnGrp Delay(d),s/veh 4.2 0.0 0.0 8.3 12.7 15.9 LnGrp LOS A A B B Approach Vol, veh/h 214 723 313 Approach Delay, s/veh 4.2 8.3 14.9 Approach LOS A A B Timer 12345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 25.1 11.4 25.1 Change Period (Y+Rc), s 4.9 4.0 4.9 Max Green Setting (Gmax), s 30.0 19.5 30.0 Max Q Clear Time (g_c+I1), s 15.2 6.6 15.0 Green Ext Time (p_c), s 5.0 0.8 5.0 Intersection Summary HCM 2010 Ctrl Delay 9.3 HCM 2010 LOS A HCM 2010 AWSC PM Weekday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.GPBO Conditions (Yr 2035) - With Extension Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Intersection Intersection Delay, s/veh 48.8 Intersection LOS E Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Vol, veh/h 0 0 164 173 0 19 305 0 0 387 0 15 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, %222222222222 Mvmt Flow 0 0 178 188 0 21 332 0 0 421 0 16 Number of Lanes 001000100101 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 3 Conflicting Approach Left SB NB EB Conflicting Lanes Left 3 2 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 3 1 HCM Control Delay 43.4 45.4 76.5 HCM LOS E E F Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 6% 100% 0% 0% Vol Thru, % 0% 0% 49% 94% 0% 100% 0% Vol Right, % 0% 100% 51% 0% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 387 15 337 324 70 209 14 LT Vol 387 0 0 19 70 0 0 Through Vol 0 0 164 305 0 209 0 RT Vol 0 15 173 0 0 0 14 Lane Flow Rate 421 16 366 352 76 227 15 Geometry Grp 8877777 Degree of Util (X) 1 0.038 0.85 0.854 0.202 0.573 0.035 Departure Headway (Hd) 9.733 8.467 8.355 8.732 9.579 9.075 8.371 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Cap 374 421 432 416 374 398 427 Service Time 7.528 6.261 6.109 6.49 7.345 6.841 6.137 HCM Lane V/C Ratio 1.126 0.038 0.847 0.846 0.203 0.57 0.035 HCM Control Delay 79 11.6 43.4 45.4 14.8 23.4 11.4 HCM Lane LOS F BEEBCB HCM 95th-tile Q 11.7 0.1 8.3 8.3 0.7 3.5 0.1 HCM 2010 AWSC PM Weekday 14: Dolliver St. (SR 1)/US 101 SB Ramp & Price St.GPBO Conditions (Yr 2035) - With Extension Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 2 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Vol, veh/h 0 70 209 14 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, %2222 Mvmt Flow 0 76 227 15 Number of Lanes 0111 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 20.8 HCM LOS C Lane HCM 2010 Signalized Intersection Summary PM Weekday 41: Outlet Mall Driveway/US 101 SB Ramps & Five Cities Drive GPBO (Yr 2035) - With Extension and Imps Hatch Mott MacDonald Synchro 8 Report Pismo Beach Circ Element Update - 336684 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 631 599 5 57 255 53 68 32 53 567 71 175 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.97 1.00 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 686 651 5 62 277 58 74 35 58 616 77 190 Adj No. of Lanes 220210110210 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 758 1563 12 111 375 78 162 57 94 963 129 319 Arrive On Green 0.22 0.43 0.43 0.03 0.25 0.25 0.09 0.09 0.09 0.27 0.27 0.27 Sat Flow, veh/h 3442 3599 28 3442 1485 311 1774 620 1028 3548 476 1174 Grp Volume(v), veh/h 686 320 336 62 0 335 74 0 93 616 0 267 Grp Sat Flow(s),veh/h/ln 1721 1770 1858 1721 0 1796 1774 0 1649 1774 0 1650 Q Serve(g_s), s 19.2 12.3 12.3 1.8 0.0 16.9 3.9 0.0 5.4 15.1 0.0 13.9 Cycle Q Clear(g_c), s 19.2 12.3 12.3 1.8 0.0 16.9 3.9 0.0 5.4 15.1 0.0 13.9 Prop In Lane 1.00 0.01 1.00 0.17 1.00 0.62 1.00 0.71 Lane Grp Cap(c), veh/h 758 769 807 111 0 453 162 0 150 963 0 448 V/C Ratio(X) 0.91 0.42 0.42 0.56 0.00 0.74 0.46 0.00 0.62 0.64 0.00 0.60 Avail Cap(c_a), veh/h 801 769 807 174 0 453 162 0 150 963 0 448 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.5 19.3 19.3 47.1 0.0 33.9 42.6 0.0 43.2 31.7 0.0 31.3 Incr Delay (d2), s/veh 13.4 1.7 1.6 4.4 0.0 10.4 9.1 0.0 17.7 3.3 0.0 5.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(-26165%),veh/ln 10.6 6.4 6.7 0.9 0.0 9.7 2.3 0.0 3.2 7.8 0.0 7.0 LnGrp Delay(d),s/veh 50.9 21.0 20.9 51.5 0.0 44.3 51.6 0.0 60.9 35.0 0.0 37.0 LnGrp LOS DCCD DD EC D Approach Vol, veh/h 1342 397 167 883 Approach Delay, s/veh 36.2 45.4 56.8 35.6 Approach LOS D D E D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.8 47.5 31.0 25.8 29.5 12.5 Change Period (Y+Rc), s 4.6 * 4.6 * 4.2 4.0 4.6 3.5 Max Green Setting (Gmax), s 5.0 * 43 * 27 23.0 24.9 9.0 Max Q Clear Time (g_c+I1), s 3.8 14.3 17.1 21.2 18.9 7.4 Green Ext Time (p_c), s 0.2 4.4 3.0 0.6 1.1 0.1 Intersection Summary HCM 2010 Ctrl Delay 38.6 HCM 2010 LOS D Notes User approved volume balancing among the lanes for turning movement.                             This page was intentionally left blank    Appendix K Year 2035 Network Alternative Model Volume Plots                             This page was intentionally left blank    2035 PM Peak - Price St. Extension (Caltrans PSR) 2035 PM Peak - James Way Extension 2035 PM Peak - Frady Ln. Improvements and Mattie Rd. Extension                  This page was intentionally left blank    Appendix L Two-Way Bicycle Lanes Best Practices                             This page was intentionally left blank    SOURCE: http://safety.fhwa.dot.gov/PED_BIKE/univcourse/pdf/swless19.pdf SOURCE: http://nacto.org/wp-content/gallery/twoway_cycletrack_3d/two-way-cycle-track-plan.jpg Appendix M Pismo Creek Recreational Path Proposed Alignment                             This page was intentionally left blank                     This page was intentionally left blank    Appendix N Transportation Demand Management Report                             This page was intentionally left blank    Pismo Beach Travel Demand Management November 2014 City of Pismo Beach 336684 ITQ 01 1 1 Document2 20 November 2014 Pismo Beach Travel Demand Management Pismo Beach Travel Demand Management November 2014 City of Pismo Beach Pismo Beach, California Mott MacDonald, Mott MacDonald House, 8-10 Sydenham Road, Croydon CR0 2EE, United Kingdom T +44 (0)20 8774 2000 F +44 (0)20 8681 5706 W www.mottmac.com 336684/ITQ/01/1/1 20 November 2014 Document2 Pismo Beach Travel Demand Management Revision Date Originator Checker Approver Description Click here to enter text. Issue and revision record Information Class: Standard This document is issued for the party which commissioned it and for specific purposes connected with the above-captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties. This document contains confidential information and proprietary intellectual property. It should not be shown to other parties without consent from us and from the party which commissioned it. 336684/ITQ/01/1/1 20 November 2014 Document2 Pismo Beach Travel Demand Management Chapter Title Page 1 Background 1 1.1 Introduction ________________________________________________________________________ 1 2 Existing Travel Demand Management (TDM) 4 2.1 Existing Transport Accessibility _________________________________________________________ 4 2.2 Vehicular Access ____________________________________________________________________ 4 2.3 Public Transport ____________________________________________________________________ 5 2.4 Active Travel _______________________________________________________________________ 6 2.5 Summary Existing Travel Demand Management Measures ___________________________________ 8 3 Travel Demand Management Opportunities 9 3.1 Introduction ________________________________________________________________________ 9 3.2 Marketing __________________________________________________________________________ 9 3.1 Branding _________________________________________________________________________ 10 3.1 Website __________________________________________________________________________ 10 3.1 Park and Ride _____________________________________________________________________ 12 3.2 Cycling and Walking Facilities _________________________________________________________ 13 3.2.1 Bikeshare _________________________________________________________________________ 13 3.2.2 Beat the Streets ____________________________________________________________________ 14 4 Next Steps 16 4.1 Introduction _______________________________________________________________________ 16 4.2 Skills and Resourcing _______________________________________________________________ 16 4.3 Public Outreach ____________________________________________________________________ 17 4.4 Travel and Attitudinal Surveys _________________________________________________________ 18 4.5 Summary Action Plan _______________________________________________________________ 18 5 Appendix: Case Studies 1 Contents i 336684/ITQ/01/1/1 20 November 2014 Document2 Pismo Beach Travel Demand Management 1 1.1 Introduction Pismo Beach is located southern San Luis Obispo County, in the Central Coast area of California. The latest census figures (2010) indicate a population of 7,655. Pismo Beach has an estimated two million tourists every year who visit the beaches, wineries, and the numerous leisure activities that Pismo Beach has to offer. Figure 1.1 shows the key tourist destinations within Pismo Beach. The majority of these are located in the South West of Pismo Beach focused around the downtown core area. Figure 1.1: Key Tourist destinations in Pismo Beach Source: Pismo Beach Pedestrian and Bike Plan, 2010 The City of Pismo Beach is looking to improve the project area for bicyclists and pedestrians, making it a more “Complete Street.” A Complete Street is designed to accommodate all modes of travel. It incorporates improvements that enhance bicycle and pedestrian safety, comfort and enjoyment. 1 Background 2 At present, much of the Corridor lacks adequate facilities for bicycles, and some segments lack pedestrian accommodation. Freeway ramps to and from Highway 101, driveways and crossings with poor visibility, high speed vehicle traffic and narrow bicycle lanes create safety issues. The City is moving forward with recently approved plans to enhance Shell Beach Road (Shell Beach Road Streetscape Phase 1, developed through a community process and adopted by City Council September 1, 2009). This Complete Street Master Plan expands on that effort and proposes enhancements and improvements that will promote safe and convenient walking and cycling for residents and visitors alike. There is a 20 year Plan for Pismo Beach to provide within the footprint set out in Figure 1.2. This includes Grover Beach / Avila Beach areas; ƒ 1200 hotel beds; ƒ 2700 new homes; ƒ 880,000 sqft commercial space Figure 1.2: Complete Streets Plan Source: Pismo Beach Complete Streets Plan This document provides an overview of the existing provision and potential measures to support Travel Demand Management – or TDM – in Pismo beach to support the City in delivering its objectives for a sustainable, accessible and thriving community. Several supporting case studies are provided as an appendix to this report. Numerous transport documents are available for Pismo Beach. A summary of each of these is outlined in Table 1.1 below; 3 Table 1.1: Summary of Transport Planning Documents Document Title Year of Publishing Summary Ten-year capital improvement program And major expenditures 2006/07 - 2015/16 2007 A detailed description for each year of the program of proposed capital infrastructure improvements including parking, streets, public access and public buildings. The document sets out the proposed costs, the funding stream, who requested the infrastructure and the anticipated life span of the infrastructure. Pismo Beach complete street plan March 2013 This master plan shows the existing land uses in Pismo Beach and the existing access to key locations. A community meeting was held in March 2012 to identify preliminary goals, expectations, issues and concerns. Based on the meeting the plan then goes on to make recommendations to improve the streets. Draft City of Pismo Beach Downtown specific plan traffic study February 1994 This study determines the existing levels of service at various intersections and identifies where there are highways capacity issues. The study then makes future recommendations to make capacity improvements including junction widening, shuttle bus provision, parking restrictions and pedestrian and cycling improvements. City of Pismo Beach Downtown parking study October 2006 This study assesses the existing and future parking demand and makes recommendations for parking payment structures. 4 2.1 Existing Transport Accessibility Pismo Beach has vehicular access through car and buses as well as accessibility and facilities for pedestrians and cyclists. 2.2 Vehicular Access The Pismo Beach Downtown specific plan traffic study highlights that although Pismo Beach has vehicular access several of the junctions are at capacity. The main routes which serve Pismo Beach are Price Street, Dolliver (State Route1), Wadsworth Avenue, Pomeroy Avenue, Hinds Avenue, Ocean View Avenue and US Highway 101. During peak hours it was noted that there were capacity issues at some of the major intersections and junctions improvements were scheduled to improve traffic flow in order to accommodate the predicted growth of residents and tourists at Pismo Beach. The area near Pismo Beach outlets (immediately east of downtown near the Fourth Street / US 101 interchange) are particularly congested during peak hours, specifically the Fourth Street / Five Cities Drive intersection. This area is a retail hub and is the primary method to reach the City of Grover Beach from US 101. The area immediately surrounding the Oak Pak Boulevard / US 101 interchange (Far East side of town) is also congested, but it operates within acceptable limits. Also, the downtown area is geographically separated from the east side of town by Pismo Creek and the Union Pacific Railroad line, and the only way to cross them is via US 101 freeway or by traveling out of town. The 2006 Downtown Parking Study indicates that during weekdays the majority of Pismo Beach had occupancy levels of between 50 and 90%, with only the core downtown area exceeding 90%. However, on a Saturday public parking utilisation predominantly exceeded 90%. The study highlighted that there was a lack of long term parking spaces for tourists during the summer peak period. The car parking costs are available on the government website via a link on the Pismo Beach website; http://www.pismobeach.org/387/Paid-Parking-Information Informal parking occurs at Oak Park Boulevard / The outlet Mall. This area has become an informal park and ride site as some of the bus routes stop at this location. 2 Existing Travel Demand Management (TDM) Figure 2.1: Car parking Pomeroy Street Source: Google Street view Figure 2.2: Trolley Bus se Source: http: Pismo Beach ervice //www.slorta.org 5 2.3 Free g/avila Public Tr The Region service to P Friday. Dur from 8am t Sunday at Arroyo Gra There is a f weekends f June). This and resorts the bus rou transit for th There are f 24 and 25. should be n therefore th around Pis ransport nal Transit A Pismo Beach ring weekend o 7pm on a S 9am, 1pm an ande and San free Beach T form 10am u s connects P s in Shell Bea ute. There is he informal P four local bus Figure 2.4 b noted that th he bus stops mo Beach. Authority (RTA h (Route 10) ds the servic Saturday and nd 5pm. The n Luis Obisp Trolley servic until 4pm dur ismo Beach ach and Pism the potentia Park and Rid s routes that below shows ese demand are not loca Figure 2.3 A) provides a from 7am un ce is approxim d there are o e route serve o. ce at Pismo B ring the peak to Port San mo Beach. F l to divert this de service at serve Pismo the route an d for usage is ated particula 3: Pismo Be an hourly reg ntil 9pm, Mon mately every only 3 buses s Santa Mar Beach which k tourist seas Luis, via Avi igure 2.3 bel s service to p Oak Park Bo o Beach Rou nd the bus tim s not particul arly close tog each Trolley B gional bus nday to y 2 – 3 hours on a ria, Nipomo, h operates at son (March – la Beach low shows provide oulevard. ute 21, 23, metable. It arly high, gether us Service – 6 Figure 2.4: Pismo Beach Bus Routes and Timetables 2.4 Active Travel Figure 2.5 shows existing cycling facilities. Cycle routes are classified as Class I (segregated, off-street and traffic-free routes), Class II (on- street bike lanes) and Class III (no segregation, only signage) The majority of the existing bike facilities are Class II bike lanes that run along the major arterials of the City. Several Class III bikeways are in the north-western part of the City and a significant number of Class I pathways pass through shoreline parks. Pismo Beach has many pedestrian trails, beach access stairways and sidewalks. A system of bluff-top trails link with adjacent hotels along Shell Beach Road and Price Street to provide walking access for most of the length of Pismo Beach. Most streets have 4-foot wide sidewalks, particularly in newer constructed areas. However, in some areas sidewalks are narrow and cluttered with street furniture providing extra barriers to free movement of pedestrians, and challenges for the mobility impaired, illustrated by Figure 2.6. Figure 2.7 shows the existing footpaths and separated walkways in Pismo Beach. 7 It is also possible to hire a bike in various locations in Pismo beach. Figure 2.8 shows the cycle hire locations. Bikes are available to hire per hour and are targeted towards visitor travel. These are provided by commercial operations and there is no formalised or community-wide approach to cycle hire provision. Figure 2.5: Existing Cycle Lanes in Pismo Beach Figure 2.7: Existing Pedestrian Access in Pismo Beach Figure 2.6: Street Furniture in Pismo Beach 8 Figure 2.8: Existing Cycle Hire Locations Pismo Beach 2.5 Summary Existing Travel Demand Management Measures A summary of the existing TDM measures at Pismo Beach alongside comments are shown in in Table 2.1. Infrastructure Comments Cycle lanes (Class I, II, and III bikeways) / cycle parking Informal bike hire This is mostly targeted at visitors and is on an informal arrangement provided by various commercial enterprises. Pedestrian footpaths These mostly run along both sides of the road in the Downtown area, but are less comprehensive in more suburban areas – and along Route 101. In some locations sidewalks are narrow, cluttered with street furniture, and without links to convenient formalised crossing points. Trolley Bus A free service that operates during the summer months. Local and regional bus routes One regional service and 4 local bus routes. Park and Ride Informal park and ride service at the Outlets / Oak Park boulevard. Some on street parking is at capacity during the peak season. Table 2.1: Pismo Beach existing TDM measures 9 3 Travel Demand Management Opportunities 3.1 Introduction Pismo Beach is a small city and is fortunate to have an agreeable climate, a relatively flat topography (at least near the coast) and is compact in its design, with significant volumes of travel demand from visitors. These factors make Pismo Beach and its environs ideal for the incorporation of more ambitious and substantial travel demand management protocols. This section explores the opportunities available to the City in terms of reducing car dependency and encouraging more sustainable and active transport modes to get around. Where appropriate, best practice examples from other locations have been incorporated to underscore the approaches suggested. 3.2 Marketing It has become widely accepted that transport planning infrastructure alone is not enough to secure changes in transport behaviour. Measures and interventions need to be promoted effectively to maximise awareness and encourage the highest levels of uptake and to persuade individuals and groups to change their behaviour. As a result, there has been an increase in the development of ‘soft policies’ which aim to change travel behaviour to more sustainable modes such as public transport, walking and cycling. Known more recently as smarter travel, these soft policies are primarily focused on reducing and managing demand for travel by eliciting a change in travel behaviour. Demand is reduced and managed by addressing the need to travel and removing the perceived and actual barriers to using means of transport other than the car. At present Pismo Beach has reasonable access through several sustainable modes of travel (bike, walking and bus), with levels of accessibility which can be viewed as broadly in line with other communities in California of a similar size. Without a significant cost, marketing and promoting the existing sustainable transport services and facilities could achieve a significant modal shift. Marketing activity should focus on a segmentation approach. This identifies different sectors of the community and prepares specific messages and activities with which to engage them. Segmentation minimises waste of resources. One of the main target groups at Pismo Beach should be visitors, as traffic congestion is worst during the summer months when visitor numbers are highest, and yet visitors from out of town are also the most receptive to changing their travel behaviour – they may be unfamiliar with the locality and marketing Figure 3.1: The Lake District, UK Marketing Campaign Source: www.golakes.co.uk/travel/ Figure 3.2: Marketing material produced by the GoLakes campaign Source: www.golakes.co.uk/travel/ 10 indicates that transit and active travel options are not only convenient but more convenient than driving (and parking) then the audience is susceptible to try a different mode. For Pismo Beach it is suggested that this segmented approach includes a specific approach for; ƒ Visitors; ƒ Special events; and ƒ Background demand 3.1 Branding A consistent brand / design for all promotional material needs to be created so that it is identifiable to all for any communication developed for the ‘Smarter Travel Pismo Beach’ campaign. The value of identifiable branding has been well recognised and embraced within the commercial world. Branding is also increasingly used to establish wider awareness of a smarter choices strategy and build support for its initiatives. The brand could act as an umbrella brand for all other measures and interventions that come under it, such as walking and cycling infrastructure, park and ride etc. It also needs to be easily transferable onto different mediums of communications, such as on websites, posters and adverts. As indicated in Figure 3.1 the Go Lakes marketing campaign has a strong brand identity where all advertising is branded using the same logo to provide a consistent, recognisable and memorable approach. Another example of marketing branding is in Thurrock, Essex in the UK where there is one overarching brand for Travel Thurrock, but then sub- branding for each mode of travel as is shown in Figure 3.3. Logos can also be used in combination with infrastructure improvements as was implemented at Peterborough in the UK (Figure 3.4). For example in Pismo Beach if new parking measures were implemented then at the same time the marketing campaign could promote the use of the free local Trolley Bus. 3.1 Website Pismo Beach has an excellent website for tourists. It provides real time information on events and attractions in the area. It has a social wall providing an up-to-date feed of events. There is however, no travel information for getting around Pismo Beach. The only travel information is buried in a link to an external government website which provides the car parking costs. Whilst transport provision is separated amongst a range of different agencies and companies, it is still desirable for all Figure 3.3 – Travel Thurrock App Figure 3.4 – Travel Peterborough Image 11 travel-around information to be located in a single place for ease of reference and so that the reader can quickly understand the range of options available to them. It is recommended that there is an easy to access area of the website which provides up to date travel information for sustainable travel both within Pismo Beach and getting to Pismo Beach. This will promote use of existing modes of sustainable travel. An example of such a website is the 02 arena in London’s website (Figure 3.5) where travel information is clearly set out by all modes of travel. Figure 3.5: O2 Travel Advice York Region, in Ontario, has an excellent application – desktop and mobile enabled – called Smart Commute which allows users to plan their journeys using all modes, find car-sharers, calculate carbon savings and costs. 12 Figure 3.6: Smart Commute Central York 3.1 Park and Ride At present travel to Pismo Beach by public transport is limited, due to an irregular service pattern from public buses, and the stops being located significant distances apart reducing the appeal for many potential users. Therefore an option would be the development of a formal park and ride system, particularly during the peak tourist season. At present an informal site operates at Oak Park / the Outlet Mall. There is also the potential to use a private church event parking on Bello Street (east of Price Canyon Road) as a park and ride for a shuttle bus service to the downtown area. This shows that not only is Park and Ride a viable consideration, but is already operating in an ad-hoc and informal manner, which is an excellent indicator that a formalised and sanctioned system would be a success. In 2013 the San Luis Obispo Council of Governments (SLOCOG) produced a report into Park and Ride opportunities. This “Park & Ride Lot Study” provided a full inventory of the P&R facilities across the region. The only identified site in Pismo beach is located at the Prime Outlets facility on Five Cities Drive. This facility has 20 spaces, so is very small, and the facility is granted by the Outlets management and thus is not City land. These spaces are not considered true Park and Ride in that it does not receive a dedicated bus service, but rather happens to be adjacent to an existing bus stop. The report seems to indicate that the ability to park here and use a bus is very popular, given the high occupancy rates, and it is actively promoted as such with P&R signs. 13 The report went on to identify a series of additional sites in Pismo Beach for consideration, and it is recommended that these sites constitute part of the research recommended to be undertaken on park and Ride potential in Pismo Beach – as discussed at the end of this report. In addition to new service, there is potential to divert the existing Trolley Bus to provide the shuttle link for the Park and Ride service. It may be that these could incorporate one or more of the sites identified by the above report. A good example of a park and ride system in a city where there are a where significant number of visitors is Oxford in the UK. Oxford has 5 parking locations which intercepts traffic for key arterial routes around the city. Users are charged a fixed fee for parking (based on the number of hours they are parked) and then users need to pay for a bus ticket into Oxford City centre. There are numerous routes which serve the park and ride locations. Each park and Ride facility provides good facilities for users including bus shelters, toilets etc. 3.2 Cycling and Walking Facilities Pismo Beach has fairly extensive existing cycling and walking infrastructure, however the Pismo Beach Pedestrian and Bike Plan outlines a number of suggested improvements. Some further suggestions to promote cycling to and around Pismo Beach include; ƒ The provision of public showers ƒ Secure cycle parking in lockers ƒ Secure public lockers ƒ Ensuring that cycling parking is provided at key bus stops ƒ Free cycle training to local residents / employees ƒ Funding grants for employers to implement showers and lockers in their offices ƒ Free ‘Doctor Bike sessions’ to help residents and visitors maintain their bikes 3.2.1 Bikeshare The City of Pismo Beach, in partnership with SLOCOG, is currently exploring the potential for a bike sharing scheme. A feasibility study of a bicycle sharing programme will provide significant benefits to visitors, residents and employees. The Pismo Beach Bike share website (http://www.pismobikeshare.com/) highlights the two key advantages of the bike sharing scheme; ƒ Implementation costs are comparatively low; and ƒ The timeline is short for implementation. 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The measures outlined are for guidance, and may not be suitable in their applied form to Pismo Beach, which has unusual challenges given the size of the city and very pronounced periods of demand, however in all the case studies and measures identified, they can be scaled and adapted to meet the specific requirement of Pismo Beach. This section sets out the next steps that should be taken at Pismo Beach in order to progress with the TDM measures. 4.2 Skills and Resourcing TDM as a tool is very scale-able and can be flexible to match the problem - and resources available. Various skills and resources are useful to take forward each element of TDM. It is likely that these skills are already contained within staff at the City of Pismo Beach who could play a key role in supporting any specific TDM related initiatives. Potential key skills are: ƒ General TDM initiatives management and oversight ƒ Workplace engagement ƒ Marketing ƒ Traffic engineering (to support infrastructure / initiative development 4 Next Steps 17 Skills Purpose Duties and Responsibilities Management and oversight Coordination of and responsible for the delivery of TDM initiatives to ensure they link together. To keep the TDM momentum going and to work closely with other Council departments to ensure project delivery Workplace engagement To take responsibility for the implementation of TDM at workplaces and engage with commuters and businesses To promote, develop and assist in the implementation of the workplace TDM programme and monitor its progress and effectiveness. Marketing To take responsibility for specific marketing campaigns and projects and to assist with the implementation of policies, strategies and campaigns. To develop and implement the overarching marketing strategy with specific objectives and targets. To take responsibility for coordinating and planning campaigns in for all TDM events. Traffic engineering To provide effective and efficient input into the planning, design and implementation of any supporting infrastructure measures To identify initiatives that can be taken forward. To assess the feasibility and undertake necessary design. To provide technical and non-technical information and advice as required Table 4.1: Pismo Beach TDM resourcing 4.3 Public Outreach Public Outreach throughout the project is important to ensure residents and visitors buy in to TDM. The benefits of early stakeholder engagement include; ƒ Uncover the 'hidden' knowledge of the community and identify their needs and key concerns; ƒ Provide new perspectives on the issues and problems that are revealed; ƒ Avoid legal action against a project by residents or other people with concerns; ƒ Reduce costs and delays to a project; ƒ Identify stakeholder concerns early in the planning process when changes may be easier to make; ƒ Create productive partnerships between the project team, local community, businesses, government and other stakeholders; ƒ Empower stakeholders and create a sense of 'ownership'; ƒ Improve public acceptance of the project; and ƒ Create political credibility. A Steering group should be set up with the key stakeholders to shape the project and to make key decision. This should include; ƒ City of Pismo Beach Council; ƒ Pismo Beach Chamber of Commerce; ƒ Conference and Visitors’ Bureau; All stakeholders should be included should in a wider stakeholder consultation, for example a quarterly project Board group. Stakeholders 18 should include government / Authorities, local businesses and communities / local groups. Examples of who should be invited to a wider stakeholder consultation at Pismo Beach include; ƒ School representatives; ƒ Cycling / walking groups ƒ Public transport operators; ƒ Neighbouring Town council representatives; ƒ Highways operatives; ƒ Community groups; ƒ Environmental groups; and ƒ Key landowners; 4.4 Travel and Attitudinal Surveys Surveys are an extremely important tool in understanding the best measures to implement in Pismo Beach, as they provide a good indication of the priorities for the visitors and residents and employees of the City, as well as motivations for travel behaviour, demand hotspots and so forth. Public outreach programs, as discussed above, should be complemented with a comprehensive surveying protocol, which are hosted easily and cheaply online (and can be supplemented by face-face or paper surveys) to understand where people travel from and to, how they travel, what their perceptions and understandings are of the travel options and to understand any attitudinal barriers to modal shift. For example, it may be that there is an extremely strong desire to cycle within eth City, but this is unmet due to safety concerns – in which case this would provide the Council with a very clear list of priorities to get the most effective results. 4.5 Summary Action Plan Based on the TDM recommendations set out in this report an initial suggested action plan has been put together which summarises the next steps that could be taken dependent upon the resources (required inputs) and budgets available. Also it should be noted that some of these actions are stand alone and could be done without the need for a larger scale TDM project. This action plan indicates that there is a whole range of initiatives that could be undertaken / investigated by the City of Pismo Beach. Some of these are stand alone and not particularly resource intensive but could have a god impact and start to raise awareness of the issues. It may be appropriate to start with one or two small stand alone initiatives that can show the local community what can be done and start to gain buy-in for further activity. 19 Table 4.2: Summary Action Plan Measure Resource Budget Stand alone initiative? Planning and Governance Measures Develop local TDM Steering group - This could potentially have a focus initially on the potential to influence visitor trips. So should look to engage those that are involved with the tourism / visitor industry in the City. Low Low No Develop Pismo Beach TDM Programme: Identify which of the actions can be taken forward over the first twelve months and start to co-ordinate this into an integrated TDM programme for the City of Pismo Beach. Low Low No Infrastructure Measures Review options for formal park and ride and assess feasibility Medium Low N/A Implement formal park and ride High High N/A Increase the number of bus stops on the localised routes High Medium No Implement public showers / Enhance beach facilities for use by cyclists Medium Medium Yes Install cycling / walking lockers Medium Medium Yes Continue the Pismo Beach Rideshare program – www.pismobikeshare.com Medium / High Medium/High No Ensuring that cycling parking is provided at key bus stops and other key locations Medium Medium No Ensure that walking and cycling routes are fully linked and ‘in-fill’ any gaps High High No Marketing Measures Develop a dedicated area on the Pismo Beach website with transport information Low Low Yes Develop a Pismo Beach TDM logo Medium High No Develop a TDM segmented marketing campaign with specific information and messaging for the different segments. Examples include: - Drive less, see more (for visitors) - Active travel campaign, get healthy (for local residents and employees) - Sustainability focused campaign, protect Pismo Beach (for everyone) The City of Pismo Beach could get local schools to get involved and help design posters and supporting campaign information. Medium Medium No Develop walking and cycling route maps to promote active travel Hold specific events that can be a focus for TDM promotion. These could include: - Don’t drive day, closing certain routes off to cars - Park and ride day where additional park and ride services are offered on the busiest days (e.g. in conjunction with events) - Sustainability day with a focus on the impact transport and congestion has on the environment Other Measures Free ‘Doctor Bike sessions’ to help residents and visitors maintain their bikes Low Medium Yes Beat the streets challenge (this can be focused at school Low Low Yes 20 Measure Resource Budget Stand alone initiative? children / local residents / workers or visitors or a combination) Drive less challenge, linking into support from local businesses. 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Anaheim Resort Transit, California  ART is a transit service provider across the Anaheim and Orange County areas in California that  serves commuters, tourists and local residents between a series of fixed routes across the urban  region.  ART began operations in 2002 and offers a variety of services and products to suit the  broadest range of users.  The Rideshare Program, in collaboration with the regional transit agencies  of Anaheim and OC, allows commuters of participating employers to ride ART and all regional transit  routes for the lowest possible fare of $1.25, and this is capped at $69 a month.  This offers  exceptional value for regular users, and is a result of integrated collaboration between all the various  providers.  ART’s principal focus is on encouraging visitors to Anaheim’s resorts and attractions to use buses for  local journeys rather than taxis or cars.  The network encompasses all of the area’s major hotels,  resorts and visitor centers, including all of Disneyland’s various facilities, the Honda Center, Anaheim  Convention Center, Angels Stadium and, from December 2014, the brand new ARTIC – Anaheim  Regional Transit Intermodal Center‐ which allows seamless interchange between bus and rail  services.  All of the major hotels connect with these  facilities, at regular intervals, for nearly 20 hours  every day – with special additional services during  major events.  Recognising the strength of  integration, ART allows online purchase and delivery  to any hotel in the area, and ART passes can be added  to the hotel bookings and collected at check‐in, to  avoid two separate payments, and saving valuable  leisure time.  Capturing the large out‐of‐town community, who are mostly in the area for leisure and  recreation, is a very considerable component of the TDM strategy for Pismo Beach, and the ART  system is an excellent example of how agencies can work together to deliver outstanding results.   By way of illustration, in 2014, ART will carry 9.1 million passengers, an increase of 5% on 2013. 95%  of users are visitors.   Income was over $15 million in 2013.  In 10 years the fleet has increased from  33 to 73 vehicles, all of which now run on LPG or propane.  With an average journey distance of  around 4 miles, ART has transport passengers more than 36 million miles, saving  around half a  million gallons of gasoline assuming a 3‐per‐person car occupancy.    2. City of Berkeley Employee Incentives, Berkeley. California  The City of Berkeley offers its employees several benefits to promote sustainable travel and reduce  single occupancy car use:  • The AC Transit EcoPass Program: This program gives all City employees free unlimited rides  on AC Transit buses. The program has had a significant effect on travel patterns of staff:  o 240 employees use the pass making 48,768 trips annually  o 20% of employees previously drove alone to work and now commute using the AC  Transit  o 59% of users stated they would reduce or stop using the bus withut the freee bus  pass  • Pre Tax Commute Benefits: All employees receive $20 monthly pre‐tax transit benefits  • Bicycle Programs: Secure Bike Parking, shower facilities and 10 pool bikes are available to all  City employees.  • Car‐Sharing Programs: Employees can take advantage of a variety of car‐sharing benefits:  o Discounted parking: Vehicles with three  or more riders can receive a discount on  parking from $150/month to  $45/month per vehicle. This benefit is  also available to the general public  o Guaranteed Ride Home Program  o Ridematching service  o The City of Berkeley replaced 10 fleet  vehicles with hybrid car sharing vehicles. They are reserved for City employees  Monday to Friday from 8am to 6pm but available to all car share members at nights  and the weekend. The estimated saving to the City is between $87,000 and  $103,000 per year.   • Parking: As an attempt to disincentives driving to work, City employees get no discount on  parking and pay the same rate as the general public.  The program has generally been successful with the use of motor vehicles by city employees  declining:  • Lone Driving has reduced from 47% to 36%  • Car Sharing has increased from 8% to 13%  • BART usage has increased from 13% to 20%  • Cycling has increased from 5% to 7%  • Walking has increased from 5% to 7%  • Overall per 100 employees the number of vehicles driven to work has fallen from 53 to  40 (a 25% decrease).  The City has further plans for the offering to staff including expanding the car sharing program and  introducing cycle and walking incentives. The City sees itself as an example of best practice and is  encouraging other employers in the City to adopt TDM practices.  3. Transportation Demand Management (TDM) Plan, Pasadena, California  The city of Pasadena has been described as “the poster child for successful TDM cities.” A TDM  program was developed to tackle congestion issues. The program affects both residential and non‐ residential development.   Smaller developments have to implement a standard set of TDM strategies and submit an annual  report on the implementation of their plan which is then reviewed. These strategies include  encouraging car sharing, cycling and public transport use.   Larger developments have to submit a  TDM program plan. These plans are more  in depth and include identification of site  constraints, TDM measures and  monitoring criteria.  As part of the plan  developments are encouraged to achieve  a minimum average vehicle ridership  (AVR) of 1.5 for trips between 6am and  9am on Monday to Fridays. Furthermore  all projects located within the Transit  Orientated Development Area are  encouraged to achieve an AVR of 1.75. Developments submit an annual report regarding AVR. If  targets are not met a revised TDM plan must be developed which includes measures and strategies  to reach the AVR targets.    Failure to comply with the TDM plan can result in fines or permits being withheld.                                  This page was intentionally left blank