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HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM <br />4: Main St/Santa Rita Rd & Stanley Blvd <br />Synchro 11 Report <br />Page 4 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)30 20 10 120 10 250 10 550 180 240 820 20 <br />Future Volume (vph)30 20 10 120 10 250 10 550 180 240 820 20 <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 <br />Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 <br />Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 <br />Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 0.98 1.00 0.85 1.00 1.00 0.85 1.00 1.00 <br />Flt Protected 0.98 0.96 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)1772 1777 1583 1770 3539 1545 1770 3525 <br />Flt Permitted 0.82 0.77 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)1485 1425 1583 1770 3539 1545 1770 3525 <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) 33 22 11 133 11 278 11 611 200 267 911 22 <br />RTOR Reduction (vph)090003400128020 <br />Lane Group Flow (vph) 0 57 0 0 144 244 11 611 72 267 931 0 <br />Confl. Peds. (#/hr)3 3 3 5 <br />Confl. Bikes (#/hr)1 3 1 <br />Turn Type Perm NA Perm NA pt+ov Prot NA Perm Prot NA <br />Protected Phases 3 3 3 1 5 2 1 6 <br />Permitted Phases 3 3 2 <br />Actuated Green, G (s)12.2 12.2 31.4 5.1 21.5 21.5 14.7 31.1 <br />Effective Green, g (s)12.7 12.7 31.9 5.1 22.2 22.2 14.7 31.8 <br />Actuated g/C Ratio 0.21 0.21 0.52 0.08 0.36 0.36 0.24 0.52 <br />Clearance Time (s)4.5 4.5 4.0 4.7 4.7 4.0 4.7 <br />Vehicle Extension (s)2.0 2.0 2.0 3.0 3.0 2.0 3.0 <br />Lane Grp Cap (vph)306 293 819 146 1275 556 422 1819 <br />v/s Ratio Prot 0.15 0.01 0.17 c0.15 c0.26 <br />v/s Ratio Perm 0.04 c0.10 0.05 <br />v/c Ratio 0.19 0.49 0.30 0.08 0.48 0.13 0.63 0.51 <br />Uniform Delay, d1 20.2 21.6 8.5 26.1 15.2 13.2 21.0 9.8 <br />Progression Factor 1.00 1.00 1.00 1.36 0.75 0.57 1.00 1.00 <br />Incremental Delay, d2 0.1 0.5 0.1 0.1 0.2 0.1 2.3 0.2 <br />Delay (s)20.3 22.1 8.5 35.6 11.7 7.7 23.3 10.0 <br />Level of Service C C A D B A C B <br />Approach Delay (s)20.3 13.2 11.0 13.0 <br />Approach LOS C B B B <br />Intersection Summary <br />HCM 2000 Control Delay 12.6 HCM 2000 Level of Service B <br />HCM 2000 Volume to Capacity ratio 0.57 <br />Actuated Cycle Length (s) 61.6 Sum of lost time (s)12.5 <br />Intersection Capacity Utilization 50.8% ICU Level of Service A <br />Analysis Period (min)15 <br />c Critical Lane Group