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HCM Signalized Intersection Capacity Analysis Buildout No 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) 250 240 300 330 700 50 360 570 30 40 670 270 <br />Future Volume (vph) 250 240 300 330 700 50 360 570 30 40 670 270 <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 1557 3433 3499 3433 1863 1559 1504 3113 <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 1557 3433 3499 3433 1863 1559 1504 3113 <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) 278 267 333 367 778 56 400 633 33 44 744 300 <br />RTOR Reduction (vph) 0 0 202 04000170360 <br />Lane Group Flow (vph) 278 267 131 367 830 0 400 633 16 44 1008 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) 11.0 16.7 16.7 25.0 30.7 15.9 55.7 55.7 4.8 44.6 <br />Effective Green, g (s) 11.0 17.6 17.6 25.0 31.6 15.9 56.6 56.6 4.8 45.5 <br />Actuated g/C Ratio 0.09 0.15 0.15 0.21 0.26 0.13 0.47 0.47 0.04 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) 314 519 228 715 921 454 878 735 60 1180 <br />v/s Ratio Prot c0.08 0.08 0.11 c0.24 c0.12 0.34 0.03 c0.32 <br />v/s Ratio Perm 0.08 0.01 <br />v/c Ratio 0.89 0.51 0.57 0.51 0.90 0.88 0.72 0.02 0.73 0.85 <br />Uniform Delay, d1 53.9 47.3 47.7 42.1 42.7 51.1 25.4 16.9 57.0 34.2 <br />Progression Factor 0.92 0.81 0.50 1.00 1.00 0.95 0.80 1.00 1.15 0.76 <br />Incremental Delay, d2 23.9 0.8 3.4 0.6 11.8 17.4 4.9 0.1 22.0 4.5 <br />Delay (s)73.4 38.9 27.2 42.7 54.5 65.8 25.1 17.0 87.2 30.6 <br />Level of Service E DCDD ECBFC <br />Approach Delay (s)45.4 50.9 40.1 32.9 <br />Approach LOS DDDC <br />Intersection Summary <br />HCM 2000 Control Delay 42.4 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.88 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 79.1% ICU Level of Service D <br />Analysis Period (min) 15 <br />c Critical Lane Group