ITEM 5 EXHIBITS A-H - Laserfiche WebLink

HCM 7th Signalized Intersection Summary Existing Plus Project AM 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) 118 44 155 43 43 44 101 597 13 81 834 149 Future Volume (veh/h) 118 44 155 43 43 44 101 597 13 81 834 149 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) 0.98 0.92 0.97 0.92 1.00 0.96 1.00 0.88 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 153 57 201 56 56 57 131 775 17 105 1083 194 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.77 Percent Heavy Veh, % 222222222222 Cap, veh/h 284 94 411 107 93 73 167 1594 35 136 1270 226 Arrive On Green 0.35 0.33 0.33 0.35 0.33 0.32 0.09 0.45 0.43 0.08 0.43 0.42 Sat Flow, veh/h 634 284 1245 149 283 220 1781 3552 78 1781 2944 524 Grp Volume(v), veh/h 210 0 201 169 0 0 131 388 404 105 651 626 Grp Sat Flow(s),veh/h/ln 918 0 1245 652 0 0 1781 1777 1853 1781 1777 1692 Q Serve(g_s), s 0.0 0.0 10.7 6.2 0.0 0.0 6.0 12.8 12.8 4.8 27.3 27.7 Cycle Q Clear(g_c), s 18.0 0.0 10.7 24.2 0.0 0.0 6.0 12.8 12.8 4.8 27.3 27.7 Prop In Lane 0.73 1.00 0.33 0.34 1.00 0.04 1.00 0.31 Lane Grp Cap(c), veh/h 395 0 411 285 0 0 167 797 832 136 766 730 V/C Ratio(X)0.53 0.00 0.49 0.59 0.00 0.00 0.78 0.49 0.49 0.77 0.85 0.86 Avail Cap(c_a), veh/h 447 0 458 330 0 0 644 883 921 537 883 840 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 23.8 0.0 22.2 27.1 0.0 0.0 36.7 16.1 16.1 37.6 21.2 21.5 Incr Delay (d2), s/veh 0.4 0.0 0.3 0.9 0.0 0.0 3.0 0.5 0.5 3.5 7.2 8.1 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 3.4 0.0 3.1 3.2 0.0 0.0 2.7 4.9 5.1 2.2 11.8 11.6 Unsig. Movement Delay, s/veh LnGrp Delay(d), s/veh 24.2 0.0 22.5 28.1 0.0 0.0 39.7 16.6 16.6 41.0 28.4 29.5 LnGrp LOS C CC DBBDCC Approach Vol, veh/h 411 169 923 1382 Approach Delay, s/veh 23.4 28.1 19.9 29.8 Approach LOS C C B C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.8 39.8 31.4 10.3 41.2 31.4 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 8.0 29.7 20.0 6.8 14.8 26.2 Green Ext Time (p_c), s 0.2 4.8 0.9 0.2 3.7 0.1 Intersection Summary HCM 7th Control Delay, s/veh 25.6 HCM 7th LOS C