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HCM Signalized Intersection Capacity Analysis Existing Optimized Conditions <br />5: Hesperian Blvd & Halcyon Dr/Fairmont Dr Timing Plan: AM Peak Hour <br />Fairmont/Hesperian Complete Streets Synchro 9 Report <br />DKS Associates <br />Movement SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)23 620 193 <br />Future Volume (vph)23 620 193 <br />Ideal Flow (vphpl)1900 1900 1900 <br />Lane Width 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 0.98 <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 1701 <br />Flt Permitted 0.95 1.00 1.00 <br />Satd. Flow (perm)1770 5085 1701 <br />Peak-hour factor, PHF 0.94 0.94 0.94 <br />Adj. Flow (vph)24 660 205 <br />RTOR Reduction (vph) 0 0 127 <br />Lane Group Flow (vph) 36 660 78 <br />Confl. Peds. (#/hr) 9 <br />Confl. Bikes (#/hr)3 <br />Turn Type Prot NA Perm <br />Protected Phases 5 2 <br />Permitted Phases 2 <br />Actuated Green, G (s) 4.2 41.6 41.6 <br />Effective Green, g (s) 4.2 41.6 41.6 <br />Actuated g/C Ratio 0.04 0.35 0.35 <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)61 1762 589 <br />v/s Ratio Prot c0.02 c0.13 <br />v/s Ratio Perm 0.05 <br />v/c Ratio 0.59 0.37 0.13 <br />Uniform Delay, d1 57.1 29.4 26.8 <br />Progression Factor 1.00 1.00 1.00 <br />Incremental Delay, d2 9.8 0.6 0.5 <br />Delay (s)66.8 30.0 27.3 <br />Level of Service E C C <br />Approach Delay (s)30.9 <br />Approach LOS C <br />Intersection Summary <br />199