Traffic Impact Study 11102025 4927 7608 81845

2918 25-03616 Build - PM 10: Northfield Avenue & Sheridan Avenue SQB Synchro 12 Report 11/07/2025 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 3.2 2.7 24.1 LOS A A A C Approach Delay (s/veh) 3.2 2.7 24.1 Approach LOS A A C Queue Length 50th (ft) 4 82 47 16 Queue Length 95th (ft) 11 112 67 53 Internal Link Dist (ft) 577 121 322 Turn Bay Length (ft) 50 Base Capacity (vph) 554 3448 3567 732 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 0.08 0.36 0.23 0.09 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2: and 6:SBL, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.36 Intersection Signal Delay (s/veh): 3.6 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