Final Traffic Impact Analysis

Proposed Supermarket Build 2: Main Street & Erwin Place PM Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 6 12 679 617 4 Future Vol, veh/h 7 6 12 679 617 4 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 7 6 12 693 630 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1349 632 634 0 - 0 Stage 1 632 - - - - - Stage 2 717 - - - - - 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 166 480 949 - - - Stage 1 530 - - - - - Stage 2 484 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 163 480 949 - - - Mov Cap-2 Maneuver 163 - - - - - Stage 1 519 - - - - - Stage 2 484 - - - - - Approach EB NB SB HCM Control Delay, s 21.3 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 949 - 234 - - HCM Lane V/C Ratio 0.013 - 0.057 - - HCM Control Delay (s) 8.8 0 21.3 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - Build.syn

0 21.3 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0 - 0.2 - - Build.syn Synchro 11 Light Report D&D Page 1