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HCM Signalized Intersection Capacity Analysis Buildout No Project AM <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)30 420 370 480 1120 410 770 1320 590 280 1560 60 <br />Future Volume (vph)30 420 370 480 1120 410 770 1320 590 280 1560 60 <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 0.99 <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)1597 5085 1560 3433 3539 1548 4990 5085 1553 3433 5053 <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)1597 5085 1560 3433 3539 1548 4990 5085 1553 3433 5053 <br />Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 <br />Adj. Flow (vph) 33 462 407 527 1231 451 846 1451 648 308 1714 66 <br />RTOR Reduction (vph)0000015400187040 <br />Lane Group Flow (vph) 33 462 407 527 1231 297 846 1451 461 308 1777 0 <br />Confl. Peds. (#/hr)7726 <br />Confl. Bikes (#/hr)4684 <br />Heavy Vehicles (%) 13% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 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) 3.0 21.1 120.0 26.5 44.6 44.6 19.0 41.6 41.6 12.0 34.6 <br />Effective Green, g (s) 3.0 22.5 120.0 26.5 46.0 46.0 19.0 43.0 43.0 12.0 36.0 <br />Actuated g/C Ratio 0.02 0.19 1.00 0.22 0.38 0.38 0.16 0.36 0.36 0.10 0.30 <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)39 953 1560 758 1356 593 790 1822 556 343 1515 <br />v/s Ratio Prot c0.02 0.09 0.15 c0.35 c0.17 0.29 0.09 c0.35 <br />v/s Ratio Perm 0.26 0.19 0.30 <br />v/c Ratio 0.85 0.48 0.26 0.70 0.91 0.50 1.07 0.80 0.83 0.90 1.17 <br />Uniform Delay, d1 58.3 43.6 0.0 43.0 35.0 28.2 50.5 34.6 35.2 53.4 42.0 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.05 0.50 0.17 1.30 1.35 <br />Incremental Delay, d2 82.5 0.8 0.4 2.2 9.6 1.4 51.9 3.5 12.8 15.6 82.0 <br />Delay (s)140.7 44.4 0.4 45.3 44.6 29.6 104.9 20.7 18.9 85.2 138.6 <br />Level of Service F D A D D C F C B F F <br />Approach Delay (s)28.1 41.7 44.5 130.7 <br />Approach LOS C D D F <br />Intersection Summary <br />HCM 2000 Control Delay 64.0 HCM 2000 Level of Service E <br />HCM 2000 Volume to Capacity ratio 1.03 <br />Actuated Cycle Length (s) 120.0 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 94.6% ICU Level of Service F <br />Analysis Period (min)15 <br />c Critical Lane Group