Final Traffic Impact Analysis

Proposed Supermarket No Build 3: Main Street & Kling Street PM Intersection Int Delay, s/veh 2.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 81 26 565 98 13 519 Future Vol, veh/h 81 26 565 98 13 519 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 99 99 99 99 99 99 Heavy Vehicles, % 5 2 2 2 2 3 Mvmt Flow 82 26 571 99 13 524 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1171 621 0 0 670 0 Stage 1 621 - - - - - Stage 2 550 - - - - - Critical Hdwy 6.45 6.22 - - 4.12 - Critical Hdwy Stg 1 5.45 - - - - - Critical Hdwy Stg 2 5.45 - - - - - Follow-up Hdwy 3.545 3.318 - - 2.218 - Pot Cap-1 Maneuver 210 487 - - 920 - Stage 1 530 - - - - - Stage 2 572 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 206 487 - - 920 - Mov Cap-2 Maneuver 206 - - - - - Stage 1 530 - - - - - Stage 2 561 - - - - - Approach WB NB SB HCM Control Delay, s 31.7 0 0.2 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 240 920 - HCM Lane V/C Ratio - - 0.45 0.014 - HCM Control Delay (s) - - 31.7 9 0 HCM Lane LOS - - D A A HCM 95th %tile Q(veh) - - 2.2 0 - No Build.syn Synchro 11 Light Report D&D

HCM 95th %tile Q(veh) - - 2.2 0 - No Build.syn Synchro 11 Light Report D&D Page 2