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HCM Signalized Intersection Capacity Analysis Cumulative TOD Plus Project <br />5: Hesperian Blvd/Hesperian Bl & Halcyon Dr/Fairmont Dr PM Peak Hour <br />Fairmont/Hesperian Complete Streets Synchro 9 Report <br />DKS Associates <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 209 716 281 515 163 45 483 1136 770 121 1126 233 <br />Future Volume (vph) 209 716 281 515 163 45 483 1136 770 121 1126 233 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Lane Width 12 12 13 11 11 12 12 12 12 12 12 15 <br />Total Lost time (s)4.0 4.6 4.6 4.0 4.9 4.0 4.9 4.9 4.0 4.9 4.9 <br />Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 1.00 0.95 1.00 0.97 0.95 1.00 <br />Frpb, ped/bikes 1.00 1.00 0.97 1.00 0.99 1.00 1.00 0.97 1.00 1.00 0.97 <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 0.97 1.00 1.00 0.85 1.00 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (prot)1787 3574 1592 3319 3334 1770 3539 1571 3467 3574 1709 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)1787 3574 1592 3319 3334 1770 3539 1571 3467 3574 1709 <br />Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 <br />Adj. Flow (vph)215 738 290 531 168 46 498 1171 794 125 1161 240 <br />RTOR Reduction (vph) 0 0 88 0 16 0 0 0 165 0 0 79 <br />Lane Group Flow (vph) 215 738 202 531 198 0 498 1171 629 125 1161 161 <br />Confl. Peds. (#/hr) 8 10 10 8 12 12 12 12 <br />Confl. Bikes (#/hr)2111 <br />Heavy Vehicles (%) 1% 1% 2% 2% 1% 0% 2% 2% 0% 1% 1% 1% <br />Turn Type Prot NA Perm Prot NA Prot NA Perm Prot NA Perm <br />Protected Phases 3 8 7 4 1 6 5 2 <br />Permitted Phases 8 6 2 <br />Actuated Green, G (s) 19.0 33.9 33.9 20.1 34.7 34.0 71.7 71.7 6.8 44.5 44.5 <br />Effective Green, g (s) 19.0 33.9 33.9 20.1 34.7 34.0 71.7 71.7 6.8 44.5 44.5 <br />Actuated g/C Ratio 0.13 0.23 0.23 0.13 0.23 0.23 0.48 0.48 0.05 0.30 0.30 <br />Clearance Time (s)4.0 4.6 4.6 4.0 4.9 4.0 4.9 4.9 4.0 4.9 4.9 <br />Vehicle Extension (s) 3.0 4.0 4.0 4.0 3.0 2.0 6.0 6.0 2.0 6.0 6.0 <br />Lane Grp Cap (vph) 226 807 359 444 771 401 1691 750 157 1060 507 <br />v/s Ratio Prot 0.12 c0.21 c0.16 0.06 c0.28 0.33 0.04 c0.32 <br />v/s Ratio Perm 0.13 0.40 0.09 <br />v/c Ratio 0.95 0.91 0.56 1.20 0.26 1.24 0.69 0.84 0.80 1.10 0.32 <br />Uniform Delay, d1 65.0 56.6 51.5 65.0 47.1 58.0 30.5 34.1 70.9 52.8 41.0 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 0.57 0.35 0.10 1.00 1.00 1.00 <br />Incremental Delay, d2 46.1 15.0 2.4 108.3 0.2 114.7 0.5 2.7 22.3 57.4 1.6 <br />Delay (s) 111.2 71.6 53.9 173.3 47.3 147.9 11.2 6.1 93.2 110.2 42.6 <br />Level of Service F E D F D F B A F F D <br />Approach Delay (s)74.3 137.1 37.2 98.2 <br />Approach LOS E F D F <br />Intersection Summary <br />HCM 2000 Control Delay 72.9 HCM 2000 Level of Service E <br />HCM 2000 Volume to Capacity ratio 1.10 <br />Actuated Cycle Length (s) 150.0 Sum of lost time (s)17.8 <br />Intersection Capacity Utilization 109.4% ICU Level of Service H <br />Analysis Period (min)15 <br />c Critical Lane Group <br />238