Final Traffic Impact Analysis

Proposed Supermarket Build 4: Main Street & N. Site Driveway PM Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 40 40 0 574 552 0 Future Vol, veh/h 40 40 0 574 552 0 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 41 41 0 586 563 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1149 563 - 0 - 0 Stage 1 563 - - - - - Stage 2 586 - - - - - Critical Hdwy 6.42 6.22 - - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - - - Pot Cap-1 Maneuver 219 526 0 - - 0 Stage 1 570 - 0 - - 0 Stage 2 556 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 219 526 - - - - Mov Cap-2 Maneuver 219 - - - - - Stage 1 570 - - - - - Stage 2 556 - - - - - Approach EB NB SB HCM Control Delay, s 20.8 0 0 HCM LOS C Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 309 - HCM Lane V/C Ratio - 0.264 - HCM Control Delay (s) - 20.8 - HCM Lane LOS - C - HCM 95th %tile Q(veh) - 1 - Build.syn Synchro 11 Light Report D&D Page 3