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HCM Signalized Intersection Capacity Analysis Cumulative TOD <br />5: Hesperian Blvd/Hesperian Bl & Halcyon Dr/Fairmont Dr AM 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) 184 177 223 525 751 18 242 1220 409 39 746 190 <br />Future Volume (vph) 184 177 223 525 751 18 242 1220 409 39 746 190 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)4.6 4.6 4.6 4.9 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 0.96 1.00 1.00 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 1.00 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 3185 1334 3090 3166 1562 3094 1343 1577 4577 1383 <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 3185 1334 3090 3166 1562 3094 1343 1577 4577 1383 <br />Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 <br />Adj. Flow (vph) 198 190 240 565 808 19 260 1312 440 42 802 204 <br />RTOR Reduction (vph) 0 0 197 010001530085 <br />Lane Group Flow (vph) 198 190 43 565 826 0 260 1312 287 42 802 119 <br />Confl. Peds. (#/hr)10 17 17 10 13 14 14 13 <br />Confl. Bikes (#/hr)2111 <br />Heavy Vehicles (%)1% 2% 5% 2% 2% 11% 4% 5% 5% 3% 2% 2% <br />Turn Type Split NA Perm Split NA Prot NA Perm Prot NA Perm <br />Protected Phases 8 8 4 4 1 6 5 2 <br />Permitted Phases 8 6 2 <br />Actuated Green, G (s) 26.6 26.6 26.6 34.1 34.1 27.7 65.1 65.1 5.8 43.2 43.2 <br />Effective Green, g (s) 26.6 26.6 26.6 34.1 34.1 27.7 65.1 65.1 5.8 43.2 43.2 <br />Actuated g/C Ratio 0.18 0.18 0.18 0.23 0.23 0.18 0.43 0.43 0.04 0.29 0.29 <br />Clearance Time (s)4.6 4.6 4.6 4.9 4.9 4.0 4.9 4.9 4.0 4.9 4.9 <br />Vehicle Extension (s) 4.0 4.0 4.0 3.0 3.0 2.0 6.0 6.0 2.0 6.0 6.0 <br />Lane Grp Cap (vph) 285 564 236 702 719 288 1342 582 60 1318 398 <br />v/s Ratio Prot c0.12 0.06 0.18 c0.26 0.17 c0.42 0.03 c0.18 <br />v/s Ratio Perm 0.03 0.21 0.09 <br />v/c Ratio 0.69 0.34 0.18 0.80 1.15 0.90 0.98 0.49 0.70 0.61 0.30 <br />Uniform Delay, d1 57.9 54.0 52.4 54.8 58.0 59.8 41.7 30.6 71.2 46.1 41.6 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 0.61 0.45 0.07 1.00 1.00 1.00 <br />Incremental Delay, d2 7.7 0.5 0.5 6.7 82.8 28.1 19.2 1.8 24.9 2.1 1.9 <br />Delay (s)65.6 54.5 52.9 61.5 140.7 64.6 37.9 4.0 96.2 48.2 43.5 <br />Level of Service E D D E F E D A F D D <br />Approach Delay (s)57.4 108.5 34.0 49.2 <br />Approach LOS E F C D <br />Intersection Summary <br />HCM 2000 Control Delay 60.4 HCM 2000 Level of Service E <br />HCM 2000 Volume to Capacity ratio 0.95 <br />Actuated Cycle Length (s) 150.0 Sum of lost time (s)18.4 <br />Intersection Capacity Utilization 94.9% ICU Level of Service F <br />Analysis Period (min)15 <br />c Critical Lane Group <br />226