PB 25 12 Application

Proposed Supermarket Build 3: Main Street & S. Site Driveway/Kling Street PM Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 81 5 26 44 548 98 18 544 39 Future Vol, veh/h 0 0 0 81 5 26 44 548 98 18 544 39 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 - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 99 99 99 99 99 99 99 99 99 99 99 99 Heavy Vehicles, % 2 2 2 5 2 2 2 2 2 2 3 2 Mvmt Flow 0 0 0 82 5 26 44 554 99 18 549 39 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1297 1316 604 588 0 0 653 0 0 Stage 1 692 692 - - - - - - - Stage 2 605 624 - - - - - - - Critical Hdwy 6.45 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.45 5.52 - - - - - - - Critical Hdwy Stg 2 5.45 5.52 - - - - - - - Follow-up Hdwy 3.545 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 176 158 498 987 - - 934 - - Stage 1 491 445 - - - - - - - Stage 2 539 478 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver

539 478 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 159 0 498 987 - - 934 - - Mov Cap-2 Maneuver 159 0 - - - - - - - Stage 1 456 0 - - - - - - - Stage 2 523 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 48 0.6 0.3 HCM LOS E Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 987 - - 191 934 - - HCM Lane V/C Ratio 0.045 - - 0.592 0.019 - - HCM Control Delay (s) 8.8 0 - 48 8.9 0 - HCM Lane LOS A A - E A A - HCM 95th %tile Q(veh) 0.1 - - 3.3 0.1 - - Build.syn Synchro 11 Light Report D&D Page 2