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HCM Signalized Intersection Capacity Analysis Buildout Plus Project AM <br />6: Sunol Blvd/First St & Bernal Ave <br />Synchro 11 Report <br />Page 6 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 220 290 310 310 690 40 360 640 160 30 690 240 <br />Future Volume (vph) 220 290 310 310 690 40 360 640 160 30 690 240 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br />Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 0.97 1.00 1.00 1.00 0.95 <br />Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.98 1.00 0.99 <br />Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.96 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)3433 3539 1558 3433 3506 3433 1863 1559 1504 3130 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)3433 3539 1558 3433 3506 3433 1863 1559 1504 3130 <br />Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Adj. Flow (vph) 244 322 344 344 767 44 400 711 178 33 767 267 <br />RTOR Reduction (vph) 0 0 207 04000790280 <br />Lane Group Flow (vph) 244 322 137 344 807 0 400 711 99 33 1006 0 <br />Confl. Peds. (#/hr)1427 <br />Confl. Bikes (#/hr) 2 3 1 <br />Parking (#/hr)10 10 10 <br />Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA <br />Protected Phases 7 4 3 8 5 2 1 6 <br />Permitted Phases 4 2 <br />Actuated Green, G (s) 10.9 18.0 18.0 22.8 29.9 16.6 58.4 58.4 3.0 44.8 <br />Effective Green, g (s) 10.9 18.9 18.9 22.8 30.8 16.6 59.3 59.3 3.0 45.7 <br />Actuated g/C Ratio 0.09 0.16 0.16 0.19 0.26 0.14 0.49 0.49 0.02 0.38 <br />Clearance Time (s)4.0 4.9 4.9 4.0 4.9 4.0 4.9 4.9 4.0 4.9 <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 <br />Lane Grp Cap (vph) 311 557 245 652 899 474 920 770 37 1192 <br />v/s Ratio Prot c0.07 0.09 0.10 c0.23 c0.12 0.38 0.02 c0.32 <br />v/s Ratio Perm 0.09 0.06 <br />v/c Ratio 0.78 0.58 0.56 0.53 0.90 0.84 0.77 0.13 0.89 0.84 <br />Uniform Delay, d1 53.4 46.9 46.7 43.8 43.1 50.4 24.8 16.4 58.3 33.9 <br />Progression Factor 0.93 0.82 0.51 1.00 1.00 0.99 0.74 0.55 1.16 0.76 <br />Incremental Delay, d2 12.0 1.4 2.7 0.8 11.6 12.3 6.0 0.3 70.6 4.0 <br />Delay (s)61.6 39.6 26.7 44.5 54.7 62.3 24.4 9.3 138.4 29.8 <br />Level of Service E DCDD ECAFC <br />Approach Delay (s)40.6 51.7 34.1 33.1 <br />Approach LOS DDCC <br />Intersection Summary <br />HCM 2000 Control Delay 39.8 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.85 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 77.8% ICU Level of Service D <br />Analysis Period (min) 15 <br />c Critical Lane Group