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HCM 6th Signalized Intersection Summary Timing Plan: AM Peak 1: Mariposa Rd & 8th St/Farmington Rd 1I05/03/2022 --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r Traffic Volume(veh/h) 47 58 167 115 62 119 136 184 118 105 169 21 Future Volume(veh/h) 47 58 167 115 62 119 136 184 118 105 169 21 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlh/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,veh/h 50 62 178 167 90 172 155 209 134 124 199 25 Peak Hour Factor 0.94 0.94 0.94 0.69 0.69 0.69 0.88 0.88 0.88 0.85 0.85 0.85 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 87 89 255 212 529 439 196 259 166 159 364 46 Arrive On Green 0.05 0.21 0.21 0.12 0.28 0.28 0.11 0.24 0.24 0.09 0.22 0.22 Sat Flow,vehlh 1781 418 1199 1781 1870 1554 1781 1063 681 1781 1628 205 Grp Volume(v),veh/h 50 0 240 167 90 172 155 0 343 124 0 224 Grp Sat Flow(s),vehlh/In 1781 0 1617 1781 1870 1554 1781 0 1744 1781 0 1832 Q Serve(g_s),s 1.5 0.0 7.4 4.9 1.9 4.8 4.6 0.0 9.9 3.7 0.0 5.8 Cycle Q Clear(g_c),s 1.5 0.0 7.4 4.9 1.9 4.8 4.6 0.0 9.9 3.7 0.0 5.8 Prop In Lane 1.00 0.74 1.00 1.00 1.00 0.39 1.00 0.11 Lane Grp Cap(c),veh/h 87 0 344 212 529 439 196 0 426 159 0 409 V/C Ratio(X) 0.57 0.00 0.70 0.79 0.17 0.39 0.79 0.00 0.81 0.78 0.00 0.55 Avail Cap(c_a),veh/h 206 0 542 282 707 587 216 0 617 216 0 648 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 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 25.0 0.0 19.5 23.0 14.5 15.5 23.3 0.0 19.1 24.0 0.0 18.5 Incr Delay(d2),s/veh 5.8 0.0 2.6 10.3 0.2 0.6 16.6 0.0 5.0 12.0 0.0 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/In 0.7 0.0 2.7 2.5 0.7 1.5 2.5 0.0 3.8 1.9 0.0 2.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 30.8 0.0 22.1 33.3 14.7 16.1 39.9 0.0 24.1 36.0 0.0 19.6 LnGrp LOS C A C C B B D A C D A B Approach Vol,veh/h 290 429 498 348 Approach Delay,s/veh 23.6 22.5 29.0 25.4 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 9.3 17.6 10.9 15.9 10.4 16.5 7.1 19.7 Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting(Gmax),s 6.5 19.0 8.5 18.0 6.5 19.0 6.2 20.3 Max Q Clear Time(g_c+11),s 5.7 11.9 6.9 9.4 6.6 7.8 3.5 6.8 Green Ext Time(p-c),s 0.0 1.0 0.1 0.9 0.0 0.8 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 25.4 HCM 6th LOS C Pock Lane Residential TIS: Existing plus Project Conditions Synchro 11 Report TJKM Page 1