Supporting Documentation · May 6, 2026
PB 25 12 Application
99718697e29a016b4d2d11e4f87eeea35b359f5e29e7828aee737a34f535e855Indexed text · page 128
Show all pagesProposed Supermarket Existing 1: Main Street & Prospect Place AM Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 20 472 502 9 Future Volume (Veh/h) 0 0 20 472 502 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 23 543 577 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 1171 582 587 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1171 582 587 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 98 cM capacity (veh/h) 208 513 973 Direction, Lane # NB 1 SB 1 Volume Total 566 587 Volume Left 23 0 Volume Right 0 10 cSH 973 1700 Volume to Capacity 0.02 0.35 Queue Length 95th (ft) 2 0 Control Delay (s) 0.6 0.0 Lane LOS A Approach Delay (s) 0.6 0.0 Approach LOS Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 44.4% ICU Level of Service A Analysis Period (min) 15 Existing.syn Synchro 11 Light Report D&D Page 1
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