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HCM Signalized Intersection Capacity Analysis Buildout No Project AM <br />3: Santa Rita Rd & Valley Ave <br />Synchro 11 Report <br />Page 3 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 340 360 190 280 440 1090 180 900 180 800 1080 260 <br />Future Volume (vph) 340 360 190 280 440 1090 180 900 180 800 1080 260 <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 4.0 <br />Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 0.94 0.95 1.00 <br />Frpb, ped/bikes 1.00 1.00 0.96 1.00 1.00 0.98 1.00 1.00 1.00 1.00 0.94 <br />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 <br />Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 <br />Satd. Flow (prot)3433 3539 1522 3433 3539 1558 3433 3435 4990 3539 1495 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)3433 3539 1522 3433 3539 1558 3433 3435 4990 3539 1495 <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) 378 400 211 311 489 1211 200 1000 200 889 1200 289 <br />RTOR Reduction (vph) 0 0 145 000014000134 <br />Lane Group Flow (vph) 378 400 66 311 489 1211 200 1186 0 889 1200 155 <br />Confl. Peds. (#/hr)11 12 11 32 <br />Confl. Bikes (#/hr)10 1 12 <br />Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Perm <br />Protected Phases 7 4 3 8 5 2 1 6 <br />Permitted Phases 4 Free 6 <br />Actuated Green, G (s) 13.0 18.2 18.2 17.7 22.9 115.0 9.4 40.5 20.0 51.1 51.1 <br />Effective Green, g (s) 13.0 19.4 19.4 17.7 24.1 115.0 9.4 41.9 20.0 52.5 52.5 <br />Actuated g/C Ratio 0.11 0.17 0.17 0.15 0.21 1.00 0.08 0.36 0.17 0.46 0.46 <br />Clearance Time (s)4.0 5.2 5.2 4.0 5.2 4.0 5.4 4.0 5.4 5.4 <br />Vehicle Extension (s) 1.8 1.8 1.8 1.8 5.0 1.8 5.0 1.8 5.0 5.0 <br />Lane Grp Cap (vph) 388 597 256 528 741 1558 280 1251 867 1615 682 <br />v/s Ratio Prot 0.11 0.11 0.09 0.14 0.06 c0.35 c0.18 0.34 <br />v/s Ratio Perm 0.04 c0.78 0.10 <br />v/c Ratio 0.97 0.67 0.26 0.59 0.66 0.78 0.71 0.95 1.03 0.74 0.23 <br />Uniform Delay, d1 50.8 44.8 41.5 45.3 41.7 0.0 51.5 35.5 47.5 25.7 18.9 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 38.4 2.3 0.2 1.1 2.9 3.9 7.0 15.7 37.2 3.1 0.8 <br />Delay (s)89.3 47.1 41.7 46.4 44.6 3.9 58.5 51.2 84.7 28.8 19.7 <br />Level of Service F DDDDAED FCB <br />Approach Delay (s)62.1 20.3 52.2 48.6 <br />Approach LOS E C D D <br />Intersection Summary <br />HCM 2000 Control Delay 42.9 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.96 <br />Actuated Cycle Length (s) 115.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 84.4% ICU Level of Service E <br />Analysis Period (min)15 <br />c Critical Lane Group