SUPPLEMENTAL MATERIALS - Laserfiche WebLink

HCM Signalized Intersection Capacity Analysis Approved No Project PM 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) 660 950 10 10 560 1500 10 20 10 1180 20 840 Future Volume (vph) 660 950 10 10 560 1500 10 20 10 1180 20 840 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 Lane Util. Factor 0.94 0.95 1.00 1.00 0.95 0.88 1.00 0.95 0.94 1.00 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 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 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.95 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot)4990 3539 1547 1770 3539 2787 1770 3362 4990 1863 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm)4990 3539 1547 1770 3539 2787 1770 3362 4990 1863 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) 776 1118 12 12 659 1765 12 24 12 1388 24 988 RTOR Reduction (vph)006004380110000 Lane Group Flow (vph) 776 1118 6 12 659 1327 12 25 0 1388 24 988 Confl. Bikes (#/hr)4 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) 15.1 43.4 43.4 0.8 29.1 61.5 0.8 4.2 27.1 31.2 94.8 Effective Green, g (s) 15.1 44.7 44.7 0.8 30.4 62.8 0.8 6.2 27.1 32.5 94.8 Actuated g/C Ratio 0.16 0.47 0.47 0.01 0.32 0.66 0.01 0.07 0.29 0.34 1.00 Clearance Time (s)4.0 5.3 5.3 4.0 5.3 4.0 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 Lane Grp Cap (vph) 794 1668 729 14 1134 1846 14 219 1426 638 1583 v/s Ratio Prot c0.16 0.32 0.01 0.19 c0.48 0.01 0.01 c0.28 0.01 v/s Ratio Perm 0.00 c0.62 v/c Ratio 0.98 0.67 0.01 0.86 0.58 0.72 0.86 0.11 0.97 0.04 0.62 Uniform Delay, d1 39.7 19.4 13.3 46.9 26.9 10.3 46.9 41.7 33.5 20.7 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 Incremental Delay, d2 26.0 1.1 0.0 160.8 0.8 1.4 160.8 0.2 17.7 0.0 1.9 Delay (s)65.7 20.4 13.3 207.8 27.6 11.7 207.8 41.9 51.2 20.8 1.9 Level of Service E C B F C B F D D C A Approach Delay (s)38.8 17.0 83.4 30.6 Approach LOS D B F C Intersection Summary HCM 2000 Control Delay 28.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.92 Actuated Cycle Length (s) 94.8 Sum of lost time (s)16.0 Intersection Capacity Utilization 79.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group