Final Traffic Impact Analysis

Proposed Supermarket Existing 1: Main Street & Prospect Place SAT Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 34 426 536 12 Future Volume (Veh/h) 0 0 34 426 536 12 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 0 0 37 458 576 13 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 1114 582 589 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1114 582 589 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 96 cM capacity (veh/h) 222 513 986 Direction, Lane # NB 1 SB 1 Volume Total 495 589 Volume Left 37 0 Volume Right 0 13 cSH 986 1700 Volume to Capacity 0.04 0.35 Queue Length 95th (ft) 3 0 Control Delay (s) 1.1 0.0 Lane LOS A Approach Delay (s) 1.1 0.0 Approach LOS Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 53.8% ICU Level of Service A Analysis Period (min) 15 Existing.syn Synchro 11 Light Report D&D Page 1