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HCM Signalized Intersection Capacity Analysis Buildout No Project AM <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)10 10 10 380 20 460 10 630 110 170 860 10 <br />Future Volume (vph)10 10 10 380 20 460 10 630 110 170 860 10 <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 0.99 1.00 1.00 1.00 1.00 0.97 1.00 1.00 <br />Flpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 <br />Frt 0.95 1.00 0.85 1.00 1.00 0.85 1.00 1.00 <br />Flt Protected 0.98 0.95 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)1726 1748 1583 1770 3539 1532 1770 3531 <br />Flt Permitted 0.87 0.71 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)1532 1305 1583 1770 3539 1532 1770 3531 <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) 11 11 11 422 22 511 11 700 122 189 956 11 <br />RTOR Reduction (vph)07000240083010 <br />Lane Group Flow (vph) 0 26 0 0 444 487 11 700 39 189 966 0 <br />Confl. Peds. (#/hr)20 21 21 20 1 14 <br />Confl. Bikes (#/hr)5197 <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)25.8 25.8 42.3 5.0 22.7 22.7 12.0 29.7 <br />Effective Green, g (s)26.3 26.3 42.8 5.0 23.4 23.4 12.0 30.4 <br />Actuated g/C Ratio 0.36 0.36 0.58 0.07 0.32 0.32 0.16 0.41 <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)546 465 919 120 1123 486 288 1456 <br />v/s Ratio Prot c0.31 0.01 0.20 c0.11 c0.27 <br />v/s Ratio Perm 0.02 c0.34 0.03 <br />v/c Ratio 0.05 0.95 0.53 0.09 0.62 0.08 0.66 0.66 <br />Uniform Delay, d1 15.5 23.1 9.4 32.2 21.4 17.6 28.9 17.5 <br />Progression Factor 1.00 1.00 1.00 1.25 0.92 0.76 1.00 1.00 <br />Incremental Delay, d2 0.0 30.0 0.3 0.1 1.1 0.1 4.1 1.2 <br />Delay (s)15.5 53.2 9.6 40.4 20.8 13.5 33.0 18.7 <br />Level of Service B D A D C B C B <br />Approach Delay (s)15.5 29.9 20.0 21.0 <br />Approach LOS B C B C <br />Intersection Summary <br />HCM 2000 Control Delay 23.5 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.83 <br />Actuated Cycle Length (s) 73.7 Sum of lost time (s)12.5 <br />Intersection Capacity Utilization 70.4% ICU Level of Service C <br />Analysis Period (min)15 <br />c Critical Lane Group