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HCM 6th TWSC Timing Plan: AM Peak 7: Pock Ln & Loomis Rd 0510312022 Intersection Int Delay,s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 5 0 0 8 0 45 0 247 3 15 175 9 Future Vol,veh/h 5 0 0 8 0 45 0 247 3 15 175 9 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 Free Free Free RT Channelized None - N2ne - None - None Storage Length - - - - - Veh in Median Storage,# 0 - 0 -- 0 - 0 Grade, % 0 - 0 - - 0 - 0 Peak Hour Factor 92 192 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 1 0 0 9 0 49 0 268 3 16 190 10 Major/Minor Minor2 Minorl Majorl Major2 - Conflicting Flow All 521 498 195 497 502 270 200 0 0 271 0 0 Stage 1 227 227 - 270 270 - - - Stage 2 294 271 - 227 232 - - - - 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 - - 2.218 - Pot Cap-1 Maneuver 466 474 846 483 471 769 1372 1292 Stage 776 716 - 736 686 - - - - - - - Stage 2 714 685 - 776 713 - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 432 467 846 478 464 769 1372 POINFEW2 Mov Cap-2 Maneuver 432 467 - 478 464 - - - - - Stage 1 776 706 - 736 686 - - - Stage 2 669 685 - 765 703 - - Approach EB WB NB SB HCM Control Delay,s 13.4 10.6 0 0.6 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity(veh/h) 1" - 432 704 1292 -� HCM Lane V/C Ratio - 0.013 0.082 0.013 - HCM Control Delay(s) M - 13.4 10.6 7.8 0 HCM Lane LOS A - B B A A - HCM 95th%tile Q(veh) 0 0.3 0 Pock Lane Residential TIS:Existing plus Project Conditions Synchro 11 Report TJKM Page 7