Final Traffic Impact Analysis

Proposed Supermarket Build 3: Main Street & S. Site Driveway/Kling Street PM Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 81 4 26 40 548 98 17 540 35 Future Vol, veh/h 0 0 0 81 4 26 40 548 98 17 540 35 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 99 99 99 99 99 99 99 99 99 99 99 99 Heavy Vehicles, % 2 2 2 5 2 2 2 2 2 2 3 2 Mvmt Flow 0 0 0 82 4 26 40 554 99 17 545 35 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1281 1298 604 580 0 0 653 0 0 Stage 1 684 684 - - - - - - - Stage 2 597 614 - - - - - - - Critical Hdwy 6.45 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 5.45 5.52 - - - - - - - Critical Hdwy Stg 2 5.45 5.52 - - - - - - - Follow-up Hdwy 3.545 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 180 162 498 994 - - 934 - - Stage 1 496 449 - - - - - - - Stage 2 544 483 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 164 0 498 994

44 483 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 164 0 498 994 - - 934 - - Mov Cap-2 Maneuver 164 0 - - - - - - - Stage 1 464 0 - - - - - - - Stage 2 529 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 45.4 0.5 0.3 HCM LOS E Minor Lane/Major Mvmt NBL NBT NBRWBLn1 SBL SBT SBR Capacity (veh/h) 994 - - 196 934 - - HCM Lane V/C Ratio 0.041 - - 0.572 0.018 - - HCM Control Delay (s) 8.8 0 - 45.4 8.9 0 - HCM Lane LOS A A - E A A - HCM 95th %tile Q(veh) 0.1 - - 3.1 0.1 - - Build.syn Synchro 11 Light Report D&D Page 2