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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) 56 63 138 136 71 141 141 218 139 124 200 25 Future Volume(veh/h) 56 63 138 136 71 141 141 218 139 124 200 25 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 60 67 147 197 103 204 160 248 158 146 235 29 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 94 97 214 242 512 425 194 287 183 184 431 53 Arrive On Green 0.05 0.19 0.19 0.14 0.27 0.27 0.11 0.27 0.27 0.10 0.26 0.26 Sat Flow,vehlh 1781 510 1119 1781 1870 1553 1781 1066 679 1781 1632 201 Grp Volume(v),veh/h 60 0 214 197 103 204 160 0 406 146 0 264 Grp Sat Flow(s),vehlh/In 1781 0 1630 1781 1870 1553 1781 0 1745 1781 0 1833 Q Serve(g_s),s 2.0 0.0 7.3 6.4 2.5 6.6 5.3 0.0 13.3 4.8 0.0 7.4 Cycle Q Clear(g_c),s 2.0 0.0 7.3 6.4 2.5 6.6 5.3 0.0 13.3 4.8 0.0 7.4 Prop In Lane 1.00 0.69 1.00 1.00 1.00 0.39 1.00 0.11 Lane Grp Cap(c),veh/h 94 0 311 242 512 425 194 0 470 184 0 484 V/C Ratio(X) 0.64 0.00 0.69 0.82 0.20 0.48 0.83 0.00 0.86 0.79 0.00 0.55 Avail Cap(c_a),veh/h 185 0 490 253 635 527 194 0 554 194 0 582 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 27.8 0.0 22.5 25.1 16.7 18.2 26.1 0.0 20.8 26.2 0.0 18.9 Incr Delay(d2),s/veh 7.0 0.0 2.7 17.7 0.2 0.8 24.6 0.0 11.8 19.0 0.0 1.0 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 1.0 0.0 2.8 3.7 1.0 2.2 3.3 0.0 6.0 2.8 0.0 2.8 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 34.8 0.0 25.3 42.8 16.9 19.0 50.7 0.0 32.7 45.2 0.0 19.9 LnGrp LOS C A C D B B D A C D A B Approach Vol,veh/h 274 504 566 410 Approach Delay,s/veh 27.3 27.9 37.7 28.9 Approach LOS C C D C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 10.7 20.6 12.6 15.9 11.0 20.3 7.7 20.9 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 6.8 15.3 8.4 9.3 7.3 9.4 4.0 8.6 Green Ext Time(p-c),s 0.0 0.8 0.0 0.7 0.0 0.9 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 31.2 HCM 6th LOS C Pock Lane Residential TIS:Cumulative Conditions Synchro 11 Report TJKM Page 1