PB 25 12 Application

Proposed Supermarket Build 3: Main Street & S. Site Driveway/Kling Street AM Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 105 3 11 15 499 52 7 526 15 Future Vol, veh/h 0 0 0 105 3 11 15 499 52 7 526 15 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 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 11 2 18 2 11 12 2 7 2 Mvmt Flow 0 0 0 113 3 12 16 537 56 8 566 16 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1187 1195 565 582 0 0 593 0 0 Stage 1 597 597 - - - - - - - Stage 2 590 598 - - - - - - - Critical Hdwy 6.51 6.52 6.38 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.51 5.52 - - - - - - - Critical Hdwy Stg 2 5.51 5.52 - - - - - - - Follow-up Hdwy 3.599 4.018 3.462 2.218 - - 2.218 - - Pot Cap-1 Maneuver 200 186 495 992 - - 983 - - Stage 1 533 491 - - - - - - - Stage 2 537 491 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver

537 491 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 193 0 495 992 - - 983 - - Mov Cap-2 Maneuver 193 0 - - - - - - - Stage 1 520 0 - - - - - - - Stage 2 531 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 47.9 0.2 0.1 HCM LOS E Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 992 - - 205 983 - - HCM Lane V/C Ratio 0.016 - - 0.624 0.008 - - HCM Control Delay (s) 8.7 0 - 47.9 8.7 0 - HCM Lane LOS A A - E A A - HCM 95th %tile Q(veh) 0.1 - - 3.6 0 - - Build.syn Synchro 11 Light Report D&D Page 2