Final Traffic Impact Analysis

Proposed Supermarket Build 1: Main Street & Prospect Place AM Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 21 500 535 9 Future Volume (Veh/h) 0 0 21 500 535 9 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 Hourly flow rate (vph) 0 0 24 575 615 10 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 1243 620 625 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1243 620 625 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 97 cM capacity (veh/h) 188 488 942 Direction, Lane # NB 1 SB 1 Volume Total 599 625 Volume Left 24 0 Volume Right 0 10 cSH 942 1700 Volume to Capacity 0.03 0.37 Queue Length 95th (ft) 2 0 Control Delay (s) 0.7 0.0 Lane LOS A Approach Delay (s) 0.7 0.0 Approach LOS Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 46.7% ICU Level of Service A Analysis Period (min) 15 Build.syn Synchro 11 Light Report D&D Page 1