Final Traffic Impact Analysis

505 441 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 168 0 556 919 - - 1012 - - Mov Cap-2 Maneuver 168 0 - - - - - - - Stage 1 513 0 - - - - - - - Stage 2 494 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 41.1 0.6 0.2 HCM LOS E Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 919 - - 197 1012 - - HCM Lane V/C Ratio 0.044 - - 0.513 0.014 - - HCM Control Delay (s) 9.1 0 - 41.1 8.6 0 - HCM Lane LOS A A - E A A - HCM 95th %tile Q(veh) 0.1 - - 2.6 0 - - Build.syn Synchro 11 Light Report D&D Page 2

Proposed Supermarket Build 4: Main Street & N. Site Driveway SAT Intersection Int Delay, s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 38 52 0 476 600 0 Future Vol, veh/h 38 52 0 476 600 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 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 41 56 0 512 645 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1157 645 - 0 - 0 Stage 1 645 - - - - - Stage 2 512 - - - - - 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 217 472 0 - - 0 Stage 1 522 - 0 - - 0 Stage 2 602 - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver 217 472 - - - - Mov Cap-2 Maneuver 217 - - - - - Stage 1 522 - - - - - Stage 2 602 - - - - - Approach EB NB SB HCM Control Delay, s 21.4 0 0 HCM LOS C Minor Lane/Major Mvmt NBT EBLn1 SBT Capacity (veh/h) - 315 - HCM Lane V/C Ratio - 0.307 - HCM Control Delay (s) - 21.4 - HCM Lane LOS - C - HCM 95th %tile Q(veh) - 1.3 - Build.syn Synchro 11 Light Report D&D Page 3