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HCM 6th Signalized Intersection Summary Timing Plan: PM 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) 73 57 139 98 55 102 141 283 111 107 373 48 Future Volume(veh/h) 73 57 139 98 55 102 141 283 111 107 373 48 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 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 97 76 185 107 60 111 153 308 121 127 444 57 Peak Hour Factor 0.75 0.75 0.75 0.92 0.92 0.92 0.92 0.92 0.92 0.84 0.84 0.84 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 124 98 238 137 396 332 193 424 166 164 512 66 Arrive On Green 0.07 0.20 0.20 0.08 0.21 0.21 0.11 0.33 0.33 0.09 0.32 0.32 Sat Flow,vehlh 1781 479 1165 1781 1870 1566 1781 1277 502 1781 1624 208 Grp Volume(v),veh/h 97 0 261 107 60 111 153 0 429 127 0 501 Grp Sat Flow(s),vehlh/In 1781 0 1644 1781 1870 1566 1781 0 1779 1781 0 1832 Q Serve(g_s),s 3.3 0.0 9.2 3.6 1.6 3.7 5.1 0.0 13.0 4.3 0.0 15.7 Cycle Q Clear(g_c),s 3.3 0.0 9.2 3.6 1.6 3.7 5.1 0.0 13.0 4.3 0.0 15.7 Prop In Lane 1.00 0.71 1.00 1.00 1.00 0.28 1.00 0.11 Lane Grp Cap(c),veh/h 124 0 336 137 396 332 193 0 590 164 0 578 V/C Ratio(X) 0.78 0.00 0.78 0.78 0.15 0.33 0.79 0.00 0.73 0.77 0.00 0.87 Avail Cap(c_a),veh/h 160 0 484 190 582 487 248 0 609 338 0 720 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 27.9 0.0 23.0 27.7 19.6 20.4 26.5 0.0 18.0 27.1 0.0 19.7 Incr Delay(d2),s/veh 16.8 0.0 4.9 13.0 0.2 0.6 12.5 0.0 4.2 7.5 0.0 9.2 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/In 1.9 0.0 3.7 1.9 0.7 1.3 2.6 0.0 5.0 2.0 0.0 7.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 44.7 0.0 27.9 40.7 19.8 21.0 39.0 0.0 22.2 34.6 0.0 28.9 LnGrp LOS D A C D B C D A C C A C Approach Vol,veh/h 358 278 582 628 Approach Delay,s/veh 32.5 28.3 26.6 30.1 Approach LOS C C C C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 10.1 24.7 9.2 17.0 11.1 23.8 8.8 17.4 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 11.6 20.9 6.5 18.0 8.5 24.0 5.5 19.0 Max Q Clear Time(g_c+11),s 6.3 15.0 5.6 11.2 7.1 17.7 5.3 5.7 Green Ext Time(p-c),s 0.1 1.2 0.0 0.8 0.0 1.5 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 29.2 HCM 6th LOS C Pock Lane Residential TIS: Existing Conditions, 10/26/20214:00 pm Synchro 11 Report TJKM Page 1