Traffic Impact Study 11102025 4927 7608 81845

2918 25-03616 Existing - PM 10: Northfield Avenue & Sheridan Avenue SQB Synchro 12 Report 10/17/2025 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) 2.6 3.1 2.6 23.7 LOS A A A C Approach Delay (s/veh) 3.1 2.6 23.7 Approach LOS A A C Queue Length 50th (ft) 4 76 44 14 Queue Length 95th (ft) 11 104 63 52 Internal Link Dist (ft) 577 121 322 Turn Bay Length (ft) 50 Base Capacity (vph) 576 3449 3569 731 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 0.07 0.34 0.22 0.08 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: 0.34 Intersection Signal Delay (s/veh): 3.5 Intersection LOS: A Intersection Capacity Utilization 48.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Northfield Avenue & Sheridan Avenue