ITEM 5 EXHIBITS A-H - Laserfiche WebLink

HCM 7th Signalized Intersection Summary Existing PM 1: Santa Rita Rd & Black Ave 12/18/2024 4400 Black Avenue Synchro 12 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 151 12 91 9 12 21 76 732 3 12 720 158 Future Volume (veh/h) 151 12 91 9 12 21 76 732 3 12 720 158 Initial Q (Qb), veh 000000000000 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.99 1.00 0.99 1.00 0.96 Parking Bus, Adj 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 174 14 105 10 14 24 87 841 3 14 828 182 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 222222222222 Cap, veh/h 449 24 288 132 120 152 133 1783 6 25 1236 272 Arrive On Green 0.25 0.22 0.22 0.25 0.22 0.21 0.07 0.49 0.46 0.01 0.43 0.40 Sat Flow, veh/h 1321 108 1313 147 547 693 1781 3632 13 1781 2871 631 Grp Volume(v), veh/h 188 0 105 48 0 0 87 411 433 14 512 498 Grp Sat Flow(s),veh/h/ln 1428 0 1313 1387 0 0 1781 1777 1868 1781 1777 1726 Q Serve(g_s), s 3.6 0.0 3.0 0.0 0.0 0.0 2.1 6.7 6.7 0.3 10.0 10.1 Cycle Q Clear(g_c), s 4.7 0.0 3.0 1.2 0.0 0.0 2.1 6.7 6.7 0.3 10.0 10.1 Prop In Lane 0.93 1.00 0.21 0.50 1.00 0.01 1.00 0.37 Lane Grp Cap(c), veh/h 521 0 288 451 0 0 133 872 917 25 765 743 V/C Ratio(X)0.36 0.00 0.37 0.11 0.00 0.00 0.65 0.47 0.47 0.55 0.67 0.67 Avail Cap(c_a), veh/h 1191 0 921 1093 0 0 1229 1683 1769 1024 1683 1634 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.4 0.0 14.4 13.7 0.0 0.0 19.6 7.3 7.3 21.3 9.9 10.1 Incr Delay (d2), s/veh 0.2 0.0 0.3 0.0 0.0 0.0 2.0 0.4 0.4 6.7 1.1 1.1 Initial 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 1.3 0.0 0.8 0.3 0.0 0.0 0.8 1.7 1.8 0.2 3.0 2.9 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 14.6 0.0 14.7 13.7 0.0 0.0 21.6 7.8 7.8 28.0 11.0 11.3 LnGrp LOS B B B C A A C B B Approach Vol, veh/h 293 48 931 1024 Approach Delay, s/veh 14.6 13.7 9.1 11.4 Approach LOS BBAB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.3 22.7 13.5 4.6 25.4 13.5 Change Period (Y+Rc), s 4.0 5.2 4.5 4.0 5.2 4.5 Max Green Setting (Gmax), s 30.0 40.0 30.0 25.0 40.0 30.0 Max Q Clear Time (g_c+I1), s 4.1 12.1 6.7 2.3 8.7 3.2 Green Ext Time (p_c), s 0.1 5.3 0.7 0.0 4.1 0.1 Intersection Summary HCM 7th Control Delay, s/veh 10.9 HCM 7th LOS B