ITEM 5 EXHIBITS A-H - Laserfiche WebLink

HCM 7th Signalized Intersection Summary Existing Plus Project 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 84 732 3 12 720 166 Future Volume (veh/h) 151 12 91 9 12 21 84 732 3 12 720 166 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 97 841 3 14 828 191 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 445 23 286 130 119 151 140 1800 6 25 1225 283 Arrive On Green 0.25 0.22 0.22 0.25 0.22 0.21 0.08 0.50 0.47 0.01 0.43 0.40 Sat Flow, veh/h 1322 106 1313 146 547 693 1781 3632 13 1781 2842 655 Grp Volume(v), veh/h 188 0 105 48 0 0 97 411 433 14 518 501 Grp Sat Flow(s),veh/h/ln 1429 0 1313 1387 0 0 1781 1777 1868 1781 1777 1720 Q Serve(g_s), s 3.6 0.0 3.0 0.0 0.0 0.0 2.3 6.7 6.7 0.3 10.3 10.4 Cycle Q Clear(g_c), s 4.8 0.0 3.0 1.2 0.0 0.0 2.3 6.7 6.7 0.3 10.3 10.4 Prop In Lane 0.93 1.00 0.21 0.50 1.00 0.01 1.00 0.38 Lane Grp Cap(c), veh/h 517 0 286 448 0 0 140 881 926 25 766 742 V/C Ratio(X)0.36 0.00 0.37 0.11 0.00 0.00 0.69 0.47 0.47 0.55 0.68 0.68 Avail Cap(c_a), veh/h 1173 0 907 1077 0 0 1211 1659 1744 1009 1659 1606 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 14.7 0.0 14.7 13.9 0.0 0.0 19.8 7.3 7.3 21.6 10.1 10.3 Incr Delay (d2), s/veh 0.2 0.0 0.3 0.0 0.0 0.0 2.3 0.4 0.4 6.7 1.1 1.2 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 1.4 0.0 0.8 0.3 0.0 0.0 0.9 1.7 1.8 0.2 3.1 3.1 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 14.8 0.0 15.0 14.0 0.0 0.0 22.1 7.7 7.7 28.3 11.2 11.5 LnGrp LOS B B B C A A C B B Approach Vol, veh/h 293 48 941 1033 Approach Delay, s/veh 14.9 14.0 9.2 11.6 Approach LOS BBAB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.5 23.0 13.6 4.6 25.9 13.6 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 4.3 12.4 6.8 2.3 8.7 3.2 Green Ext Time (p_c), s 0.2 5.4 0.7 0.0 4.1 0.1 Intersection Summary HCM 7th Control Delay, s/veh 11.1 HCM 7th LOS B