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HCM 6th Signalized Intersection Summary1: SR 88 & E Harney Ln01/02/2025Foothill and North County Landfills Study - Existing PM Synchro 11 ReportW-TransPage 1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 83 133 20 22 101 14 14 301 27 33 266 33Future Volume (veh/h) 83 133 20 22 101 14 14 301 27 33 266 33Initial Q (Qb), veh 0 0 0000000000Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No No NoAdj Sat Flow, veh/h/ln 1900 1870 1900 1826 1885 1900 1900 1870 1841 1811 1796 1900Adj Flow Rate, veh/h 87 140 18 23 106 12 15 317 21 35 280 22Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95Percent Heavy Veh, %020510024670Cap, veh/h 239 227 26 154 315 32 35 499 33 71 509 40Arrive On Green 0.21 0.21 0.21 0.21 0.21 0.21 0.02 0.29 0.29 0.04 0.31 0.31Sat Flow, veh/h 466 1076 122 160 1491 154 1810 1735 115 1725 1644 129Grp Volume(v), veh/h 245 0 0 141 0 0 15 0 338 35 0 302Grp Sat Flow(s),veh/h/ln 1665 0 0 1805 0 0 1810 0 1850 1725 0 1773Q Serve(g_s), s 2.3 0.0 0.0 0.0 0.0 0.0 0.3 0.0 5.5 0.7 0.0 4.9Cycle Q Clear(g_c), s 4.6 0.0 0.0 2.3 0.0 0.0 0.3 0.0 5.5 0.7 0.0 4.9Prop In Lane 0.36 0.07 0.16 0.09 1.00 0.06 1.00 0.07Lane Grp Cap(c), veh/h 492 0 0 502 0 0 35 0 532 71 0 549V/C Ratio(X) 0.50 0.00 0.00 0.28 0.00 0.00 0.43 0.00 0.64 0.49 0.00 0.55Avail Cap(c_a), veh/h 1069 0 0 1125 0 0 520 0 3191 496 0 3059HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00Uniform Delay (d), s/veh 12.5 0.0 0.0 11.7 0.0 0.0 16.9 0.0 10.8 16.3 0.0 10.0Incr Delay (d2), s/veh 0.8 0.0 0.0 0.3 0.0 0.0 3.0 0.0 0.9 1.9 0.0 0.6Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0%ile BackOfQ(50%),veh/ln 1.1 0.0 0.0 0.6 0.0 0.0 0.1 0.0 1.3 0.2 0.0 1.1Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 13.3 0.0 0.0 12.0 0.0 0.0 19.9 0.0 11.7 18.3 0.0 10.6LnGrp LOS B A A B A A B A B B A BApproach Vol, veh/h 245 141 353 337Approach Delay, s/veh 13.3 12.0 12.1 11.4Approach LOS B B B BTimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 5.4 16.0 13.3 4.7 16.8 13.3Change Period (Y+Rc), s 4.0 6.0 6.0 4.0 6.0 6.0Max Green Setting (Gmax), s 10.0 60.0 20.0 10.0 60.0 20.0Max Q Clear Time (g_c+I1), s 2.7 7.5 6.6 2.3 6.9 4.3Green Ext Time (p_c), s 0.0 1.4 0.9 0.0 1.2 0.5Intersection SummaryHCM 6th Ctrl Delay 12.2HCM 6th LOS BHCM 6th AWSC2: Jack Tone Rd & E Harney Ln01/02/2025Foothill and North County Landfills Study - Existing PM Synchro 11 ReportW-TransPage 2IntersectionIntersection Delay, s/veh 9.5Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 13 76 40 21 83 18 37 86 23 22 99 15Future Vol, veh/h 13 76 40 21 83 18 37 86 23 22 99 15Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85Heavy Vehicles, % 8 0 3 0 2 6 0 5 13 0 6 0Mvmt Flow 15 89 47 25 98 21 44 101 27 26 116 18Number of Lanes 0 1 1 0 1 1 0 1 1 0 1 1Approach EB WB NB SBOpposing Approach WB EB SB NBOpposing Lanes 2 2 2 2Conflicting Approach Left SB NB EB WBConflicting Lanes Left 2 2 2 2Conflicting Approach RightNB SB WB EBConflicting Lanes Right 2 2 2 2HCM Control Delay 9.1 9.5 9.7 9.7HCM LOS A A A A Lane NBLn1NBLn2 EBLn1 EBLn2WBLn1WBLn2 SBLn1 SBLn2Vol Left, % 30% 0% 15% 0% 20% 0% 18% 0%Vol Thru, % 70% 0% 85% 0% 80% 0% 82% 0%Vol Right, % 0% 100% 0% 100% 0% 100% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 123 23 89 40 104 18 121 15LT Vol 37 0 13 0 21 0 22 0Through Vol 86 0 76 0 83 0 99 0RT Vol 0 23 0 40 0 18 0 15Lane Flow Rate 145 27 105 47 122 21 142 18Geometry Grp 7 7 7 7 7 7 7 7Degree of Util (X) 0.225 0.036 0.167 0.063 0.192 0.029 0.22 0.024Departure Headway (Hd) 5.606 4.834 5.752 4.836 5.651 4.878 5.561 4.867Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 635 734 619 734 630 727 641 729Service Time 3.38 2.608 3.528 2.611 3.427 2.653 3.334 2.64HCM Lane V/C Ratio 0.228 0.037 0.17 0.064 0.194 0.029 0.222 0.025HCM Control Delay 10 7.8 9.7 7.9 9.8 7.8 9.9 7.8HCM Lane LOS A A A A A A A AHCM 95th-tile Q 0.9 0.1 0.6 0.2 0.7 0.1 0.8 0.1