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HCM 2010 Signalized Intersection Summary
<br />4: EI Camino Real & Jefferson Ave 9/1512017
<br />-A,z'r~�*\ T �'►1 -'
<br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR -
<br />Lane Configurations ) TT r )) TT r ) TT• 'i TT i'
<br />Traffic Volume (veh/h) 269 708 264 74 317 181 222 893 64 185 1054 95
<br />Future Volume (veh/h) 269 708 264 74 317 181 222 893 64 185 1054 95
<br />Number 7 4 14 3 8 18 5 2 12 1 6 16
<br />Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
<br />Ped -Bike Adj(A_pbT) 1.00 0.95 1.00 0.84 1.00 0.96 1.00 0.93
<br />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
<br />Adj Sat Flow, veh/h/In 1845 1881 1881 1776 1827 1792 1845 1832 1900 1776 1845 1881
<br />Adj Flow Rate, veh/h 277 730 272 76 327 187 229 921 66 191 1087 98
<br />Adj No. of Lanes 1 2 1 2 2 1 1 2 0 1 2 1
<br />Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
<br />Percent Heavy Veh, % 3 1 1 7 4 6 3 4 4 7 3 1
<br />Cap, veh/h 299 1043 444 125 555 408 262 1203 86 225 1230 522
<br />Arrive On Green 0.17 0.29 0.29 0.04 0.16 0.16 0.05 0.12 0.12 0.04 0.12 0.12
<br />Sat Flow, veh/h 1757 3574 1520 3281 3471 1283 1757 3283 235 1691 3505 1488
<br />Grp Volume(v), veh/h 277 730 272 76 327 187 229 488 499 191 1087 98
<br />Grp Sat Flow(s),veh/h/lnl757 1787 1520 1640 1736 1283 1757 1740 1778 1691 1752 1488
<br />Q Serve(g_s), s 14.6 17.1 14.5 2.1 8.2 11.3 12.2 25.5 25.5 10.5 28.7 5.6
<br />Cycle Q Clear(g_c), s 14.6 17.1 14.5 2.1 8.2 11.3 12.2 25.5 25.5 10.5 28.7 5.6
<br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.13 1.00 1.00
<br />Lane Grp Cap(c), veh/h 299 1043 444 125 555 408 262 638 652 225 1230 522
<br />VIC Ratio(X) 0.93 0.70 0.61 0.61 0.59 0.46 0.88 0.77 0.77 0.85 0.88 0.19
<br />Avail Cap(c a), veh/h 299 1043 444 175 591 422 262 638 652 252 1230 522
<br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 0.33 0.33 0.33
<br />Upstream Filler(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.61 0.61 0.61
<br />Uniform Delay (d), s/veh 38.4 29.6 28.7 44.5 36.6 27.5 43.8 37.4 37.4 44.0 39.7 29.5
<br />Incr Delay (d2), s/veh 33.4 2.1 2.5 4.7 1.4 0.8 26.4 8.5 8.4 14.0 6.1 0.5
<br />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
<br />%ile BackOfQ(50 % ),veh/Ir9.9 8.7 6.4 1.1 4.1 4.1 7.9 13.9 14.1 5.8 15.0 2.4
<br />LnGrp Delay(d),s/veh 71.8 31.7 31.2 49.2 38.0 28.3 70.2 45.9 45.8 58.0 45.8 29.9
<br />LnGrp LOS E C C D D C E D D E D C
<br />Approach Vol, veh/h 1279 590 1216 1376
<br />Approach Delay, s/veh 40.3 36.4 50.4 46.3
<br />Approach LOS D D D D
<br />Timer � 1 2 3 4 5 6
<br />Assigned Phs 1 2 3 4 5 6 7 8
<br />Phs Duration (G+Y+Rc), W5 38.4 7.6 31.4 18.0 37.0 20.0 19.0
<br />Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
<br />Max Green Setting (Gma14,.B 32.0 5.0 27.0 14.0 32.0 16.0 16.0
<br />Max Q Clear Time (g_c+Ilta,Ss 27.5 4.1 19.1 14.2 30.7 16.6 13.3
<br />Green Ext Time (p -c), s 0.1 3.9 0.0 5.2 0.0 1.2 0.0 1.1
<br />Intersection Sum
<br />HCM 2010 Ctrl Delay 44.4
<br />HCM 2010 LOS
<br />EI Camino Real Corridor Plan Synchro 9 Report
<br />AM Peak Hour Existing Conditions Preferred Alternative W -Trans
<br />HCM 2010 Signalized Intersection Summary
<br />4: EI Camino Real & Jefferson Ave 9/1512017
<br />� ,z 'r~ 4- *\ T /,. \- 1 -'
<br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
<br />Lane Configurations ) TT r )) TT r ) TT• 'i TT i'
<br />Traffic Volume (veh/h) 214 329 137 189 654 183 226 1081 90 200 980 200
<br />Future Volume (veh/h) 214 329 137 189 654 183 226 1081 90 200 980 200
<br />Number 7 4 14 3 8 18 5 2 12 1 6 16
<br />Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
<br />Ped -Bike Adj(A_pbT) 1.00 0.91 1.00 0.80 1.00 0.94 1.00 0.88
<br />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
<br />Adj Sat Flow, veh/h/In 1900 1881 1900 1881 1881 1845 1900 1863 1900 1827 1881 1881
<br />Adj Flow Rate, veh/h 218 336 140 193 667 187 231 1103 92 204 1000 204
<br />Adj No. of Lanes 1 2 1 2 2 1 1 2 0 1 2 1
<br />Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98
<br />Percent Heavy Veh, % 0 1 0 1 1 3 0 2 2 4 1 1
<br />Cap, veh/h 240 896 369 264 693 451 267 1242 104 231 1297 510
<br />Arrive On Green 0.13 0.25 0.25 0.08 0.19 0.19 0.05 0.12 0.12 0.18 0.48 0.48
<br />Sat Flow, veh/h 1810 3574 1471 3476 3574 1252 1810 3291 274 1740 3574 1405
<br />Grp Volume(v), veh/h 218 336 140 193 667 187 231 593 602 204 1000 204
<br />Grp Sat Flow(s),veh/h/lnl810 1787 1471 1738 1787 1252 1810 1770 1795 1740 1787 1405
<br />Q Serve(g_s), s 11.6 7.6 7.7 5.3 18.1 11.6 12.4 32.3 32.4 11.2 22.6 9.1
<br />Cycle Q Clear(g_c), s 11.6 7.6 7.7 5.3 18.1 11.6 12.4 32.3 32.4 11.2 22.6 9.1
<br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.15 1.00 1.00
<br />Lane Grp Cap(c), veh/h 240 896 369 264 693 451 267 668 678 231 1297 510
<br />VIC Ratio(X) 0.91 0.38 0.38 0.73 0.96 0.41 0.87 0.89 0.89 0.88 0.77 0.40
<br />Avail Cap(c a), veh/h 240 896 369 355 693 451 277 668 678 231 1297 510
<br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.33 1.33 1.33
<br />Upstream Filler(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.68 0.68 0.68
<br />Uniform Delay (d), slveh 41.9 30.4 30.4 44.3 39.1 26.1 45.7 40.8 40.9 39.6 22.0 18.5
<br />Incr Delay (d2), s/veh 34.6 0.3 0.6 5.1 25.2 0.6 23.3 16.1 16.1 22.9 3.1 1.6
<br />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
<br />%ile BackOfQ(50 % ),veh/Ir8.1 3.8 3.2 2.7 11.3 4.1 8.0 18.8 19.1 6.9 11.6 3.7
<br />LnGrp Delay(d),s/veh 76.5 30.6 31.1 49.4 64.3 26.7 69.0 56.9 56.9 62.6 25.1 20.1
<br />LnGrp LOS E C C D E C E E E E C C
<br />Approach Vol, veh/h 694 1047 1426 1408
<br />Approach Delay, s/veh 45.1 54.9 58.9 29.8
<br />Approach LOS D D E C
<br />Wr1 2 3 4 5 6 7 8
<br />Assigned Phs 1 2 3 4 5 6 7 8
<br />Phs Duration (G+Y+Rc), t7.0 41.0 11.4 28.6 18.4 39.6 17.0 23.0
<br />Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0
<br />Max Green Setting (GmaJ4.d 37.0 10.0 22.0 15.0 35.0 13.0 19.0
<br />Max Q Clear Time (g_c+lp,l 34.4 7.3 9.7 14.4 24.6 13.6 20.1
<br />Green Ext Time (p -c), s 0.0 2.4 0.2 6.6 0.0 8.8 0.0 0.0
<br />Intersection Sum
<br />HCM 2010 Ctrl Delay 46.9
<br />HCM 2010 LOS
<br />EI Camino Real Corridor Plan Synchro 9 Report W
<br />PM Peak Hour Existing Conditions Preferred Alternative W -Trans
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