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HCM Signalized Intersection Capacity Analysis Approved Plus Project AM <br />10: El Charro Rd & Stoneridge Dr/Jack London Blvd <br />Synchro 11 Report <br />Page 10 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph) 900 0 30 210 570 680 60 380 810 470 280 370 <br />Future Volume (vph) 900 0 30 210 570 680 60 380 810 470 280 370 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)4.0 4.0 4.0 4.0 2.7 4.0 4.0 4.0 4.0 4.0 4.0 <br />Lane Util. Factor 0.94 1.00 0.97 0.95 0.88 1.00 0.91 1.00 0.94 0.91 1.00 <br />Frpb, ped/bikes 1.00 0.98 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.99 <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 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 <br />Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (prot)4990 1322 2714 3539 2764 1770 3125 1583 4990 3283 1563 <br />Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)4990 1322 2714 3539 2764 1770 3125 1583 4990 3283 1563 <br />Peak-hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 <br />Adj. Flow (vph) 989 0 33 231 626 747 66 418 890 516 308 407 <br />RTOR Reduction (vph) 0 0 21 0 0 122 0 0 659 0 0 0 <br />Lane Group Flow (vph) 989 0 12 231 626 625 66 418 231 516 308 407 <br />Confl. Peds. (#/hr)5 1 2 <br />Confl. Bikes (#/hr)1 <br />Heavy Vehicles (%)2% 2% 20% 29% 2% 2% 2% 66% 2% 2% 58% 2% <br />Turn Type Prot Perm Prot NA pm+ov Prot NA Perm Prot NA Free <br />Protected Phases 1 6 52374 38 <br />Permitted Phases 6 2 4 Free <br />Actuated Green, G (s) 29.3 43.4 16.8 30.9 48.4 7.5 29.2 29.2 17.5 39.9 126.2 <br />Effective Green, g (s) 29.3 44.7 16.8 32.2 51.0 7.5 31.2 31.2 17.5 41.2 126.2 <br />Actuated g/C Ratio 0.23 0.35 0.13 0.26 0.40 0.06 0.25 0.25 0.14 0.33 1.00 <br />Clearance Time (s) 4.0 5.3 4.0 5.3 4.0 4.0 6.0 6.0 4.0 5.3 <br />Vehicle Extension (s) 2.0 3.0 2.0 3.0 2.5 2.0 2.5 2.5 2.5 2.5 <br />Lane Grp Cap (vph) 1158 468 361 902 1116 105 772 391 691 1071 1563 <br />v/s Ratio Prot c0.20 0.09 c0.18 0.08 0.04 0.13 c0.10 0.09 <br />v/s Ratio Perm 0.01 0.14 c0.15 0.26 <br />v/c Ratio 0.85 0.02 0.64 0.69 0.56 0.63 0.54 0.59 0.75 0.29 0.26 <br />Uniform Delay, d1 46.4 26.6 51.8 42.5 29.0 58.0 41.3 41.9 52.2 31.6 0.0 <br />Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Incremental Delay, d2 6.1 0.0 2.7 2.3 0.5 8.2 0.6 1.9 4.2 0.1 0.4 <br />Delay (s)52.5 26.6 54.6 44.9 29.5 66.2 41.9 43.7 56.4 31.7 0.4 <br />Level of Service D CDDCEDDECA <br />Approach Delay (s)51.6 39.1 44.3 31.7 <br />Approach LOS DDDC <br />Intersection Summary <br />HCM 2000 Control Delay 41.2 HCM 2000 Level of Service D <br />HCM 2000 Volume to Capacity ratio 0.71 <br />Actuated Cycle Length (s) 126.2 Sum of lost time (s)16.0 <br />Intersection Capacity Utilization 65.8% ICU Level of Service C <br />Analysis Period (min) 15 <br />c Critical Lane Group