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HCM 6th Signalized Intersection Summary1: SR 88 & E Harney Ln01/02/2025Foothill and North County Landfills Study - Existing plus Project AM Synchro 11 ReportW-TransPage 1Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 22 85 24 42 142 18 18 179 35 12 299 51Future Volume (veh/h) 22 85 24 42 142 18 18 179 35 12 299 51Initial 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 1826 1781 1900 1618 1826 1737 1900 1737 1470 1278 1781 1811Adj Flow Rate, veh/h 24 93 21 46 156 17 20 197 30 13 329 40Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91Percent Heavy Veh, % 5 8 0 19 5 11 0 11 29 42 8 6Cap, veh/h 160 243 50 178 256 26 46 454 69 21 468 57Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.03 0.31 0.31 0.02 0.30 0.30Sat Flow, veh/h 170 1256 256 245 1323 132 1810 1472 224 1217 1558 189Grp Volume(v), veh/h 138 0 0 219 0 0 20 0 227 13 0 369Grp Sat Flow(s),veh/h/ln 1682 0 0 1700 0 0 1810 0 1697 1217 0 1747Q Serve(g_s), s 0.0 0.0 0.0 1.5 0.0 0.0 0.4 0.0 3.6 0.4 0.0 6.2Cycle Q Clear(g_c), s 2.3 0.0 0.0 3.9 0.0 0.0 0.4 0.0 3.6 0.4 0.0 6.2Prop In Lane 0.17 0.15 0.21 0.08 1.00 0.13 1.00 0.11Lane Grp Cap(c), veh/h 453 0 0 460 0 0 46 0 524 21 0 525V/C Ratio(X) 0.30 0.00 0.00 0.48 0.00 0.00 0.44 0.00 0.43 0.63 0.00 0.70Avail Cap(c_a), veh/h 1099 0 0 1129 0 0 543 0 3057 365 0 3149HCM 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 11.8 0.0 0.0 12.3 0.0 0.0 16.0 0.0 9.2 16.3 0.0 10.3Incr Delay (d2), s/veh 0.4 0.0 0.0 0.8 0.0 0.0 2.4 0.0 0.4 11.1 0.0 1.3Initial 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 0.6 0.0 0.0 1.0 0.0 0.0 0.1 0.0 0.7 0.1 0.0 1.3Unsig. Movement Delay, s/vehLnGrp Delay(d),s/veh 12.1 0.0 0.0 13.1 0.0 0.0 18.4 0.0 9.6 27.3 0.0 11.6LnGrp LOS B A A B A A B A A C A BApproach Vol, veh/h 138 219 247 382Approach Delay, s/veh 12.1 13.1 10.3 12.2Approach LOS B B B BTimer - Assigned Phs 1 2 4 5 6 8Phs Duration (G+Y+Rc), s 4.6 16.3 12.5 4.8 16.0 12.5Change 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 2.4 5.6 4.3 2.4 8.2 5.9Green Ext Time (p_c), s 0.0 0.9 0.5 0.0 1.6 0.8Intersection SummaryHCM 6th Ctrl Delay 11.9HCM 6th LOS BHCM 6th AWSC2: Jack Tone Rd & E Harney Ln01/02/2025Foothill and North County Landfills Study - Existing plus Project AM Synchro 11 ReportW-TransPage 2IntersectionIntersection Delay, s/veh 9.4Intersection LOS AMovement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Vol, veh/h 15 83 13 26 113 25 34 78 16 17 70 39Future Vol, veh/h 15 83 13 26 113 25 34 78 16 17 70 39Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93Heavy Vehicles, % 13 22 15 4 15 12 0 8 13 18 7 0Mvmt Flow 16 89 14 28 122 27 37 84 17 18 75 42Number 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 9.4 9.6 9.5 9.1HCM LOS A A A A Lane NBLn1NBLn2 EBLn1 EBLn2WBLn1WBLn2 SBLn1 SBLn2Vol Left, % 30% 0% 15% 0% 19% 0% 20% 0%Vol Thru, % 70% 0% 85% 0% 81% 0% 80% 0%Vol Right, % 0% 100% 0% 100% 0% 100% 0% 100%Sign Control Stop Stop Stop Stop Stop Stop Stop StopTraffic Vol by Lane 112 16 98 13 139 25 87 39LT Vol 34 0 15 0 26 0 17 0Through Vol 78 0 83 0 113 0 70 0RT Vol 0 16 0 13 0 25 0 39Lane Flow Rate 120 17 105 14 149 27 94 42Geometry Grp 7 7 7 7 7 7 7 7Degree of Util (X) 0.187 0.023 0.167 0.02 0.229 0.037 0.152 0.057Departure Headway (Hd) 5.596 4.875 5.722 5.094 5.524 4.914 5.851 4.859Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes YesCap 637 729 624 698 647 724 610 732Service Time 3.362 2.64 3.488 2.859 3.284 2.674 3.617 2.624HCM Lane V/C Ratio 0.188 0.023 0.168 0.02 0.23 0.037 0.154 0.057HCM Control Delay 9.7 7.8 9.6 8 9.9 7.9 9.7 7.9HCM Lane LOS A A A A A A A AHCM 95th-tile Q 0.7 0.1 0.6 0.1 0.9 0.1 0.5 0.2