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HCM Signalized Intersection Capacity Analysis Existing Conditions <br />5: Hesperian Blvd & Halcyon Dr/Fairmont Dr Timing Plan: PM Peak Hour <br />Fairmont/Hesperian Complete Streets Synchro 9 Report <br />DKS Associates <br />Movement SBU SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)32 71 533 222 <br />Future Volume (vph)32 71 533 222 <br />Ideal Flow (vphpl)1900 1900 1900 1900 <br />Lane Width 12 12 12 15 <br />Total Lost time (s)4.0 4.9 4.9 <br />Lane Util. Factor 1.00 0.91 1.00 <br />Frpb, ped/bikes 1.00 1.00 0.97 <br />Flpb, ped/bikes 1.00 1.00 1.00 <br />Frt 1.00 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 <br />Satd. Flow (prot)1770 5085 1682 <br />Flt Permitted 0.95 1.00 1.00 <br />Satd. Flow (perm)1770 5085 1682 <br />Peak-hour factor, PHF 0.97 0.97 0.97 0.97 <br />Adj. Flow (vph)33 73 549 229 <br />RTOR Reduction (vph) 0 0 0 156 <br />Lane Group Flow (vph) 0 106 549 73 <br />Confl. Peds. (#/hr) 19 <br />Confl. Bikes (#/hr)1 <br />Turn Type Prot Prot NA Perm <br />Protected Phases 5 5 2 <br />Permitted Phases 2 <br />Actuated Green, G (s)12.2 41.2 41.2 <br />Effective Green, g (s)12.2 41.2 41.2 <br />Actuated g/C Ratio 0.09 0.32 0.32 <br />Clearance Time (s)4.0 4.9 4.9 <br />Vehicle Extension (s)2.0 6.0 6.0 <br />Lane Grp Cap (vph)166 1611 533 <br />v/s Ratio Prot 0.06 0.11 <br />v/s Ratio Perm 0.04 <br />v/c Ratio 0.64 0.34 0.14 <br />Uniform Delay, d1 56.8 34.0 31.7 <br />Progression Factor 1.00 1.00 1.00 <br />Incremental Delay, d2 5.8 0.6 0.5 <br />Delay (s)62.6 34.6 32.2 <br />Level of Service E C C <br />Approach Delay (s)37.3 <br />Approach LOS D <br />Intersection Summary <br />192