Final Traffic Impact Analysis

Proposed Supermarket Build 3: Main Street & S. Site Driveway/Kling Street AM Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 105 3 11 14 499 52 7 525 14 Future Vol, veh/h 0 0 0 105 3 11 14 499 52 7 525 14 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 11 2 18 2 11 12 2 7 2 Mvmt Flow 0 0 0 113 3 12 15 537 56 8 565 15 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1184 1191 565 580 0 0 593 0 0 Stage 1 595 595 - - - - - - - Stage 2 589 596 - - - - - - - Critical Hdwy 6.51 6.52 6.38 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.51 5.52 - - - - - - - Critical Hdwy Stg 2 5.51 5.52 - - - - - - - Follow-up Hdwy 3.599 4.018 3.462 2.218 - - 2.218 - - Pot Cap-1 Maneuver 201 187 495 994 - - 983 - - Stage 1 534 492 - - - - - - - Stage 2 537 492 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver

537 492 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 194 0 495 994 - - 983 - - Mov Cap-2 Maneuver 194 0 - - - - - - - Stage 1 522 0 - - - - - - - Stage 2 531 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 47.5 0.2 0.1 HCM LOS E Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 994 - - 206 983 - - HCM Lane V/C Ratio 0.015 - - 0.621 0.008 - - HCM Control Delay (s) 8.7 0 - 47.5 8.7 0 - HCM Lane LOS A A - E A A - HCM 95th %tile Q(veh) 0 - - 3.6 0 - - Build.syn Synchro 11 Light Report D&D Page 2