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HCM Signalized Intersection Capacity Analysis Buildout No Project AM 10: El Charro Rd & Stoneridge Dr/Jack London Blvd Synchro 11 Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 230 950 60 0 870 1410 30 160 10 1270 300 450 Future Volume (vph) 230 950 60 0 870 1410 30 160 10 1270 300 450 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.95 0.88 1.00 0.86 0.94 0.91 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.99 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot)4990 3539 1324 3539 2787 1770 3992 4990 3283 1563 Flt Permitted 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm)4990 3539 1324 3539 2787 1770 3992 4990 3283 1563 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 235 969 61 0 888 1439 31 163 10 1296 306 459 RTOR Reduction (vph) 0 0 27 0 0 255 090000 Lane Group Flow (vph) 235 969 34 0 888 1184 31 164 0 1296 306 459 Confl. Peds. (#/hr)5 1 2 Confl. Bikes (#/hr)1 Heavy Vehicles (%)2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% Turn Type Prot NA Perm Prot NA pt+ov Prot NA Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8 Permitted Phases 6 Free Actuated Green, G (s) 7.8 51.9 51.9 40.1 60.6 3.4 8.9 20.5 26.7 96.6 Effective Green, g (s) 7.8 53.2 53.2 41.4 63.2 3.4 10.9 20.5 28.0 96.6 Actuated g/C Ratio 0.08 0.55 0.55 0.43 0.65 0.04 0.11 0.21 0.29 1.00 Clearance Time (s)4.0 5.3 5.3 5.3 4.0 6.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 3.0 2.0 2.5 2.5 2.5 Lane Grp Cap (vph) 402 1949 729 1516 1823 62 450 1058 951 1563 v/s Ratio Prot 0.05 c0.27 0.25 c0.42 0.02 0.04 c0.26 0.09 v/s Ratio Perm 0.03 c0.29 v/c Ratio 0.58 0.50 0.05 0.59 0.65 0.50 0.36 1.22 0.32 0.29 Uniform Delay, d1 42.8 13.4 10.0 21.1 10.0 45.8 39.6 38.0 26.9 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.4 0.2 0.0 0.6 0.8 2.3 0.4 109.8 0.1 0.5 Delay (s)44.2 13.6 10.0 21.6 10.8 48.1 40.0 147.8 27.0 0.5 Level of Service D B B C B D D F C A Approach Delay (s)19.1 15.0 41.2 97.1 Approach LOS B B D F Intersection Summary HCM 2000 Control Delay 45.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 96.6 Sum of lost time (s)16.0 Intersection Capacity Utilization 80.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group