Final Traffic Impact Analysis

Proposed Supermarket Build 1: Main Street & Prospect Place PM Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 51 563 552 36 Future Volume (Veh/h) 0 0 51 563 552 36 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 Hourly flow rate (vph) 0 0 52 574 563 37 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1260 582 600 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1260 582 600 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 95 cM capacity (veh/h) 178 513 977 Direction, Lane # NB 1 SB 1 Volume Total 626 600 Volume Left 52 0 Volume Right 0 37 cSH 977 1700 Volume to Capacity 0.05 0.35 Queue Length 95th (ft) 4 0 Control Delay (s) 1.4 0.0 Lane LOS A Approach Delay (s) 1.4 0.0 Approach LOS Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 70.4% ICU Level of Service C Analysis Period (min) 15 Build.syn Synchro 11 Light Report D&D Page 1