Final Traffic Impact Analysis

Proposed Supermarket No Build 2: Main Street & Erwin Place AM Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 12 4 542 615 5 Future Vol, veh/h 9 12 4 542 615 5 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 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 11 7 2 Mvmt Flow 10 13 4 609 691 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1311 694 697 0 - 0 Stage 1 694 - - - - - Stage 2 617 - - - - - 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 175 443 899 - - - Stage 1 496 - - - - - Stage 2 538 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 174 443 899 - - - Mov Cap-2 Maneuver 174 - - - - - Stage 1 493 - - - - - Stage 2 538 - - - - - Approach EB NB SB HCM Control Delay, s 19.8 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 899 - 266 - - HCM Lane V/C Ratio 0.005 - 0.089 - - HCM Control Delay (s) 9 0 19.8 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.3 - - No Build.syn Synchro 11 Light

M Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.3 - - No Build.syn Synchro 11 Light Report D&D Page 1