Final Traffic Impact Analysis

Proposed Supermarket Existing 3: Main Street & Kling Street AM Intersection Int Delay, s/veh 3.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 103 11 481 50 6 496 Future Vol, veh/h 103 11 481 50 6 496 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, % 11 18 11 12 2 7 Mvmt Flow 111 12 517 54 6 533 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1089 544 0 0 571 0 Stage 1 544 - - - - - Stage 2 545 - - - - - Critical Hdwy 6.51 6.38 - - 4.12 - Critical Hdwy Stg 1 5.51 - - - - - Critical Hdwy Stg 2 5.51 - - - - - Follow-up Hdwy 3.599 3.462 - - 2.218 - Pot Cap-1 Maneuver 229 509 - - 1002 - Stage 1 564 - - - - - Stage 2 563 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 227 509 - - 1002 - Mov Cap-2 Maneuver 227 - - - - - Stage 1 564 - - - - - Stage 2 558 - - - - - Approach WB NB SB HCM Control Delay, s 34.7 0 0.1 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 240 1002 - HCM Lane V/C Ratio - - 0.511 0.006 - HCM Control Delay (s) - - 34.7 8.6 0 HCM Lane LOS - - D A A HCM 95th %tile Q(veh) - - 2.7 0 - Existing.syn Synchro 11 Light Report D&D

- - D A A HCM 95th %tile Q(veh) - - 2.7 0 - Existing.syn Synchro 11 Light Report D&D Page 2