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HCM Signalized Intersection Capacity Analysis Approved Plus Project PM 10: El Charro Rd & Stoneridge Dr/Jack London Blvd Synchro 11 Report Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 610 690 10 600 250 1350 50 530 250 1220 240 840 Future Volume (vph) 610 690 10 600 250 1350 50 530 250 1220 240 840 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 4.0 4.0 Lane Util. Factor 0.94 0.95 1.00 0.97 0.95 0.88 1.00 0.91 1.00 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 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 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 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot)4990 3539 1557 3433 3539 2787 1770 5085 1583 4990 5085 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm)4990 3539 1557 3433 3539 2787 1770 5085 1583 4990 5085 1583 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 718 812 12 706 294 1588 59 624 294 1435 282 988 RTOR Reduction (vph) 0 0 10 0 0 37 0 0 165 0 0 0 Lane Group Flow (vph) 718 812 2 706 294 1551 59 624 129 1435 282 988 Confl. Bikes (#/hr)4 Turn Type Prot NA Perm Prot NA pt+ov Prot NA Perm Prot NA Free Protected Phases 1 6 5 2 2 3 7 4 3 8 Permitted Phases 6 4 Free Actuated Green, G (s) 20.0 25.0 25.0 15.0 20.0 75.3 7.7 22.6 22.6 50.0 65.6 131.9 Effective Green, g (s) 20.0 26.3 26.3 15.0 21.3 76.6 7.7 24.6 24.6 50.0 66.9 131.9 Actuated g/C Ratio 0.15 0.20 0.20 0.11 0.16 0.58 0.06 0.19 0.19 0.38 0.51 1.00 Clearance Time (s) 4.0 5.3 5.3 4.0 5.3 4.0 6.0 6.0 4.0 5.3 Vehicle Extension (s) 2.0 3.0 3.0 2.0 3.0 2.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 756 705 310 390 571 1618 103 948 295 1891 2579 1583 v/s Ratio Prot c0.14 c0.23 c0.21 0.08 c0.56 0.03 0.12 0.29 0.06 v/s Ratio Perm 0.00 0.08 c0.62 v/c Ratio 0.95 1.15 0.01 1.81 0.51 0.96 0.57 0.66 0.44 0.76 0.11 0.62 Uniform Delay, d1 55.5 52.8 42.3 58.5 50.6 26.1 60.5 49.8 47.5 35.7 17.0 0.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 20.9 84.0 0.0 374.7 0.8 13.6 4.7 1.5 0.8 1.7 0.0 1.9 Delay (s)76.3 136.8 42.3 433.1 51.4 39.8 65.2 51.2 48.3 37.4 17.0 1.9 Level of Service E F D F D D E D D D B A Approach Delay (s)107.9 148.4 51.2 22.3 Approach LOS F F D C Intersection Summary HCM 2000 Control Delay 84.6 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.10 Actuated Cycle Length (s) 131.9 Sum of lost time (s)16.0 Intersection Capacity Utilization 83.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group