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HCM Signalized Intersection Capacity Analysis Buildout Plus 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) 360 430 180 300 540 1020 180 710 200 700 1050 280 <br />Future Volume (vph) 360 430 180 300 540 1020 180 710 200 700 1050 280 <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 0.97 1.00 1.00 0.98 1.00 0.99 1.00 1.00 0.95 <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 1529 3433 3539 1558 3433 3404 4990 3539 1503 <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 1529 3433 3539 1558 3433 3404 4990 3539 1503 <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) 400 478 200 333 600 1133 200 789 222 778 1167 311 <br />RTOR Reduction (vph) 0 0 155 000026000184 <br />Lane Group Flow (vph) 400 478 45 333 600 1133 200 985 0 778 1167 127 <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) 11.0 18.1 18.1 16.1 23.2 95.0 7.5 28.2 14.0 34.7 34.7 <br />Effective Green, g (s) 11.0 19.3 19.3 16.1 24.4 95.0 7.5 29.6 14.0 36.1 36.1 <br />Actuated g/C Ratio 0.12 0.20 0.20 0.17 0.26 1.00 0.08 0.31 0.15 0.38 0.38 <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) 397 718 310 581 908 1558 271 1060 735 1344 571 <br />v/s Ratio Prot c0.12 0.14 0.10 0.17 0.06 c0.29 c0.16 0.33 <br />v/s Ratio Perm 0.03 c0.73 0.08 <br />v/c Ratio 1.01 0.67 0.14 0.57 0.66 0.73 0.74 0.93 1.06 0.87 0.22 <br />Uniform Delay, d1 42.0 34.9 31.1 36.3 31.6 0.0 42.8 31.7 40.5 27.3 19.9 <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 47.1 1.8 0.1 0.9 2.4 3.0 8.7 15.1 49.8 7.8 0.9 <br />Delay (s)89.1 36.7 31.1 37.1 34.0 3.0 51.5 46.8 90.3 35.1 20.8 <br />Level of Service F DCDCADD FDC <br />Approach Delay (s)55.1 17.5 47.6 52.1 <br />Approach LOS E B D D <br />Intersection Summary <br />HCM 2000 Control Delay 41.0 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.94 <br />Actuated Cycle Length (s) 95.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 80.3% ICU Level of Service D <br />Analysis Period (min)15 <br />c Critical Lane Group