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HCM Signalized Intersection Capacity Analysis Cumulative TOD <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 />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 1.00 0.91 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)1608 3217 1387 3090 3104 1593 3185 1414 1608 4622 1398 <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)1608 3217 1387 3090 3104 1593 3185 1414 1608 4622 1398 <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 0 197 0 16 0 0 0 226 0 0 85 <br />Lane Group Flow (vph) 215 738 93 531 198 0 498 1171 568 125 1161 155 <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) 21.1 34.0 34.0 22.0 34.6 40.0 64.3 64.3 12.2 36.5 36.5 <br />Effective Green, g (s) 21.1 34.0 34.0 22.0 34.6 40.0 64.3 64.3 12.2 36.5 36.5 <br />Actuated g/C Ratio 0.14 0.23 0.23 0.15 0.23 0.27 0.43 0.43 0.08 0.24 0.24 <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) 226 729 314 453 715 424 1365 606 130 1124 340 <br />v/s Ratio Prot 0.13 c0.23 c0.17 0.06 c0.31 0.37 0.08 c0.25 <br />v/s Ratio Perm 0.07 0.40 0.11 <br />v/c Ratio 0.95 1.01 0.30 1.17 0.28 1.17 0.86 0.94 0.96 1.03 0.46 <br />Uniform Delay, d1 63.9 58.0 48.1 64.0 47.4 55.0 38.7 40.9 68.7 56.8 48.3 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 0.61 0.49 0.14 1.00 1.00 1.00 <br />Incremental Delay, d2 46.1 36.4 0.7 98.7 0.2 96.5 5.0 19.4 66.4 35.7 4.4 <br />Delay (s)110.1 94.4 48.8 162.7 47.6 129.9 23.9 25.0 135.1 92.4 52.7 <br />Level of Service F F D F D F C C F F D <br />Approach Delay (s)86.5 129.7 45.7 89.7 <br />Approach LOS F F D F <br />Intersection Summary <br />HCM 2000 Control Delay 75.9 HCM 2000 Level of Service E <br />HCM 2000 Volume to Capacity ratio 1.09 <br />Actuated Cycle Length (s) 150.0 Sum of lost time (s)17.8 <br />Intersection Capacity Utilization 112.8% ICU Level of Service H <br />Analysis Period (min)15 <br />c Critical Lane Group <br />230