Supporting Documentation · May 6, 2026
PB 25 12 Application
99718697e29a016b4d2d11e4f87eeea35b359f5e29e7828aee737a34f535e855Indexed text · page 141
Show all pagesProposed Supermarket No Build 2: Main Street & Erwin Place PM Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 6 12 656 596 4 Future Vol, veh/h 7 6 12 656 596 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 4 2 Mvmt Flow 7 6 12 669 608 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1303 610 612 0 - 0 Stage 1 610 - - - - - Stage 2 693 - - - - - 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 177 494 967 - - - Stage 1 542 - - - - - Stage 2 496 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 173 494 967 - - - Mov Cap-2 Maneuver 173 - - - - - Stage 1 531 - - - - - Stage 2 496 - - - - - Approach EB NB SB HCM Control Delay, s 20.4 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 967 - 247 - - HCM Lane V/C Ratio 0.013 - 0.054 - - HCM Control Delay (s) 8.8 0 20.4 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - No Build.syn
0 20.4 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - No Build.syn Synchro 11 Light Report D&D Page 1
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- Sep 29, 2026
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