Traffic Impact Study revised August 24 2026 4896 9729 06992

2918 25-03616 Build - AM 10: Northfield Avenue & Sheridan Avenue CWP Synchro 12 Report 08/25/2026 Lanes, Volumes, Timings Lane Group EBL EBT WBT WBR SBL SBR Queue Delay 0.0 0.0 0.0 0.0 Total Delay (s/veh) 4.1 3.4 4.1 31.8 LOS A A A C Approach Delay (s/veh) 3.4 4.1 31.8 Approach LOS A A C Queue Length 50th (ft) 3 55 106 53 Queue Length 95th (ft) 11 92 168 107 Internal Link Dist (ft) 577 121 322 Turn Bay Length (ft) 50 Base Capacity (vph) 266 3365 3484 705 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.09 0.25 0.40 0.19 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 55 (61%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay (s/veh): 5.4 Intersection LOS: A Intersection Capacity Utilization 49.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Northfield Avenue & Sheridan Avenue #10 Ø2 (R) 56 s #10 Ø4 34 s #10 Ø6 (R) 56 s