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HCM 2010 Signalized Intersection Summary
<br />4: EI Camino Real & Jefferson Ave 9/1812017
<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' '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 1827 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 1 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 0 7 3 1
<br />Cap, veh/h 307 1044 444 124 538 400 262 1311 646 224 1265 538
<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 1276 1757 3471 1550 1691 3505 1491
<br />Grp Volume(v), veh/h 277 730 272 76 327 187 229 921 66 191 1087 98
<br />Grp Sat Flow(s),veh/h/lnl757 1787 1520 1640 1736 1276 1757 1736 1550 1691 1752 1491
<br />Q Serve(g_s), s 15.4 18.2 15.4 2.3 8.8 12.2 12.9 25.5 3.6 11.2 30.4 5.9
<br />Cycle Q Clear(g_c), s 15.4 18.2 15.4 2.3 8.8 12.2 12.9 25.5 3.6 11.2 30.4 5.9
<br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
<br />Lane Grp Cap(c), veh/h 307 1044 444 124 538 400 262 1311 646 224 1265 538
<br />VIC Ratio(X) 0.90 0.70 0.61 0.61 0.61 0.47 0.87 0.70 0.10 0.85 0.86 0.18
<br />Avail Cap(c a), veh/h 316 1044 444 164 555 406 264 1311 646 254 1265 538
<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 0.83 0.83 0.83
<br />Uniform Delay (d), s/veh 40.4 31.5 30.5 47.4 39.4 29.7 46.6 38.4 25.5 46.8 41.6 30.8
<br />Incr Delay (d2), s/veh 26.9 2.1 2.5 4.9 1.8 0.9 25.8 3.2 0.3 18.4 6.5 0.6
<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/Ir9.8 9.2 6.8 1.1 4.4 4.4 8.2 12.8 1.6 6.4 16.0 2.5
<br />LnGrp Delay(d),s/veh 67.3 33.6 33.0 52.3 41.2 30.6 72.4 41.5 25.8 65.3 48.1 31.4
<br />LnGrp LOS E C C D D C E D C E D C
<br />Approach Vol, veh/h 1279 590 1216 1376
<br />Approach Delay, s/veh 40.7 39.3 46.5 49.3
<br />Approach LOS D D D D
<br />Timer � 1 2 3 4 5 6 7 8
<br />Assigned Phs 1 2 3 4 5 6 7 8
<br />Phs Duration (G+Y+Rc), t7.2 41.8 7.8 33.2 18.9 40.1 21.5 19.5
<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 (Gma*.B 35.0 5.0 29.0 15.0 35.0 18.0 16.0
<br />Max Q Clear Time (g_c+lp,l 27.5 4.3 20.2 14.9 32.4 17.4 14.2
<br />Green Ext Time (p -c), s 0.1 6.3 0.0 5.7 0.0 2.3 0.1 0.9
<br />Intersection Sum
<br />HCM 2010 Ctrl Delay 44.8
<br />HCM 2010 LOS
<br />00
<br />HCM 2010 Signalized Intersection Summary 00
<br />4: EI Camino Real & Jefferson Ave 9/18/2017 r
<br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
<br />Lane Configurations ) tt r )) tt r ) tt i' 'i tt i'
<br />Traffic Volume (veh/h) 214 329 137 189 654 183 226 1081 90 200 980 200 W
<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 0.92 1.00 0.81 1.00 0.94 1.00 0.87
<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 1863 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 1 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 251 961 398 262 736 472 267 1279 659 233 1244 487
<br />Arrive On Green 0.14 0.27 0.27 0.08 0.21 0.21 0.05 0.12 0.12 0.18 0.46 0.46
<br />Sat Flow, veh/h 1810 3574 1480 3476 3574 1269 1810 3539 1491 1740 3574 1398
<br />Grp Volume(v), veh/h 218 336 140 193 667 187 231 1103 92 204 1000 204
<br />Grp Sat Flow(s),veh/h/lnl810 1787 1480 1738 1787 1269 1810 1770 1491 1740 1787 1398
<br />Q Serve(g_s), s 11.8 7.6 7.6 5.4 18.2 11.4 12.7 30.6 4.9 11.4 23.9 9.7
<br />Cycle Q Clear(g_c), s 11.8 7.6 7.6 5.4 18.2 11.4 12.7 30.6 4.9 11.4 23.9 9.7
<br />Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
<br />Lane Grp Cap(c), veh/h 251 961 398 262 736 472 267 1279 659 233 1244 487
<br />VIC Ratio(X) 0.87 0.35 0.35 0.74 0.91 0.40 0.87 0.86 0.14 0.87 0.80 0.42
<br />Avail Cap(c a), veh/h 271 961 398 348 751 477 290 1279 659 244 1244 487
<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 0.81 0.81 0.81
<br />Uniform Delay (d), s/veh 42.2 29.5 29.5 45.2 38.8 25.5 46.6 41.6 23.8 40.3 23.9 20.1
<br />Incr Delay (d2), s/veh 23.7 0.2 0.5 5.5 14.5 0.5 21.8 7.8 0.4 23.1 4.6 2.1
<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/Ir7.5 3.8 3.2 2.8 10.5 4.1 8.0 16.4 2.1 6.9 12.5 4.0
<br />LnGrp Delay(d),s/veh 65.9 29.7 30.0 50.8 53.2 26.1 68.4 49.4 24.2 63.4 28.5 22.3
<br />LnGrp LOS E C C D D C E D C E C C
<br />Approach Vol, vehlh 694 1047 1426 1408
<br />Approach Delay, s/veh 41.1 47.9 50.9 32.6
<br />Approach LOS D D D C
<br />1 2 3 4 5 6 7 8
<br />Assigned Phs 1 2 3 4 5 6 7 8
<br />Phs Duration (G+Y+Rc), t7.4 40.2 11.6 30.9 18.7 38.8 17.8 24.6
<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,.@ 34.0 10.0 26.0 16.0 32.0 15.0 21.0
<br />Max Q Clear Time (g_c+lp,4; 32.6 7.4 9.6 14.7 25.9 13.8 20.2
<br />Green Ext Time (p -c), s 0.0 1.3 0.2 7.9 0.1 5.4 0.1 0.4
<br />Intersection Sum
<br />HCM 2010 Ctrl Delay 43.1
<br />HCM 2010 LOS
<br />EI Camino Real Corridor Plan Synchro 8 Report EI Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing Conditions Synchro 9 Report
<br />AM Peak Hour Existing Conditions W -Trans W -Trans Page 6
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