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HCM Signalized Intersection Capacity Analysis Buildout Plus Project PM <br />2: Santa Rita Rd & Stoneridge Dr <br />Synchro 11 Report <br />Page 2 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 130 990 810 340 470 500 540 1600 170 500 1570 40 <br />Future Volume (vph) 130 990 810 340 470 500 540 1600 170 500 1570 40 <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 1.00 0.91 1.00 0.97 0.95 1.00 0.94 0.91 1.00 0.97 0.91 <br />Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.98 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 1.00 1.00 1.00 <br />Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (prot)1770 5085 1560 3433 3539 1544 4990 5085 1550 3433 5063 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 <br />Satd. Flow (perm)1770 5085 1560 3433 3539 1544 4990 5085 1550 3433 5063 <br />Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 <br />Adj. Flow (vph) 135 1031 844 354 490 521 562 1667 177 521 1635 42 <br />RTOR Reduction (vph)0000021900106020 <br />Lane Group Flow (vph) 135 1031 844 354 490 302 563 1667 71 521 1675 0 <br />Confl. Peds. (#/hr)2 10 5 14 <br />Confl. Bikes (#/hr)10 4 5 2 <br />Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA <br />Protected Phases 7 4 3 8 5 2 1 6 <br />Permitted Phases Free 8 2 <br />Actuated Green, G (s) 11.3 33.3 120.0 13.6 35.6 35.6 14.1 37.3 37.3 17.0 40.2 <br />Effective Green, g (s) 11.3 34.7 120.0 13.6 37.0 37.0 14.1 38.7 38.7 17.0 41.6 <br />Actuated g/C Ratio 0.09 0.29 1.00 0.11 0.31 0.31 0.12 0.32 0.32 0.14 0.35 <br />Clearance Time (s)4.0 5.4 4.0 5.4 5.4 4.0 5.4 5.4 4.0 5.4 <br />Vehicle Extension (s) 1.8 5.0 1.8 5.0 5.0 1.8 5.0 5.0 1.8 5.0 <br />Lane Grp Cap (vph) 166 1470 1560 389 1091 476 586 1639 499 486 1755 <br />v/s Ratio Prot c0.08 c0.20 c0.10 0.14 0.11 c0.33 0.15 c0.33 <br />v/s Ratio Perm 0.54 0.20 0.05 <br />v/c Ratio 0.81 0.70 0.54 0.91 0.45 0.63 0.96 1.02 0.14 1.07 0.95 <br />Uniform Delay, d1 53.3 38.0 0.0 52.6 33.3 35.7 52.7 40.6 28.9 51.5 38.3 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.69 0.52 0.63 0.50 <br />Incremental Delay, d2 24.1 1.9 1.4 24.5 0.6 3.8 25.8 25.6 0.5 54.0 9.6 <br />Delay (s) 77.5 40.0 1.4 77.0 33.9 39.5 77.3 53.7 15.6 86.4 28.7 <br />Level of Service E D A E C D E D B F C <br />Approach Delay (s)26.3 47.2 56.4 42.4 <br />Approach LOS C D E D <br />Intersection Summary <br />HCM 2000 Control Delay 43.4 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.91 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 88.0% ICU Level of Service E <br />Analysis Period (min)15 <br />c Critical Lane Group