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HCM 2010 Signalized Intersection Summary
<br />3: EI Camino Real & James Ave 9/15/2017
<br />-A,z'r~�*\ T �'►1 -'
<br />Movement EBL
<br />EBT
<br />EBR WBL WBT WBR
<br />NBL
<br />NBT NBR
<br />SBL
<br />SBT
<br />SBR
<br />Lane Configurations )
<br />t
<br />r
<br />)
<br />T.
<br />)
<br />t+
<br />j+
<br />►j
<br />tT.
<br />Traffic Volume (veh/h) 108
<br />87
<br />153
<br />42
<br />59
<br />57
<br />208
<br />1097
<br />65
<br />72
<br />1069
<br />105
<br />Future Volume (veh/h) 108
<br />87
<br />153
<br />42
<br />59
<br />57
<br />208
<br />1097
<br />65
<br />72
<br />1069
<br />105
<br />Number 7
<br />4
<br />14
<br />3
<br />8
<br />18
<br />5
<br />2
<br />12
<br />1
<br />6
<br />16
<br />Initial Q (Qb), veh 0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />Ped -Bike Adj(A_pbT) 1.00
<br />0.84
<br />1.00
<br />0.72
<br />1.00
<br />0.88
<br />1.00
<br />0.83
<br />Parking Bus, Adj 1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />Adj Sat Flow, veh/h/In 1881
<br />1863
<br />1881
<br />1508
<br />1720
<br />1900
<br />1881
<br />1827
<br />1545
<br />1681
<br />1849
<br />1900
<br />Adj Flow Rate, veh/h 111
<br />90
<br />155
<br />43
<br />61
<br />52
<br />214
<br />1131
<br />52
<br />74
<br />1102
<br />99
<br />Adj No. of Lanes 1
<br />1
<br />1
<br />1
<br />1
<br />0
<br />1
<br />2
<br />1
<br />1
<br />2
<br />0
<br />Peak Hour Factor 0.97
<br />0.97
<br />0.97
<br />0.97
<br />0.97
<br />0.97
<br />0.97
<br />0.97
<br />0.97
<br />0.97
<br />0.97
<br />0.97
<br />Percent Heavy Veh, % 1
<br />2
<br />1
<br />26
<br />7
<br />7
<br />1
<br />4
<br />23
<br />13
<br />3
<br />3
<br />Cap, veh/h 140
<br />379
<br />274
<br />50
<br />115
<br />98
<br />250
<br />1855
<br />621
<br />92
<br />1447
<br />130
<br />Arrive On Green 0.08
<br />0.20
<br />0.20
<br />0.03
<br />0.16
<br />0.16
<br />0.09
<br />0.36
<br />0.36
<br />0.08
<br />0.60
<br />0.60
<br />Sat Flow, veh/h 1792
<br />1863
<br />1350
<br />1436
<br />722
<br />615
<br />1792
<br />3471
<br />1161
<br />1601
<br />3199
<br />287
<br />Grp Volume(v), veh/h 111
<br />90
<br />155
<br />43
<br />0
<br />113
<br />214
<br />1131
<br />52
<br />74
<br />604
<br />597
<br />Grp Sat Flow(s),veh/h/lnl792
<br />1863
<br />1350
<br />1436
<br />0
<br />1337
<br />1792
<br />1736
<br />1161
<br />1601
<br />1757
<br />1728
<br />Q Serve(g_s), s 5.7
<br />3.8
<br />9.7
<br />2.8
<br />0.0
<br />7.3
<br />11.1
<br />25.2
<br />2.8
<br />4.3
<br />23.7
<br />23.9
<br />Cycle Q Clear(g_c), s 5.7
<br />3.8
<br />9.7
<br />2.8
<br />0.0
<br />7.3
<br />11.1
<br />25.2
<br />2.8
<br />4.3
<br />23.7
<br />23.9
<br />Prop In Lane 1.00
<br />1.00
<br />1.00
<br />0.46
<br />1.00
<br />1.00
<br />1.00
<br />0.17
<br />Lane Grp Cap(c), veh/h 140
<br />379
<br />274
<br />50
<br />0
<br />214
<br />250
<br />1855
<br />621
<br />92
<br />795
<br />782
<br />VIC Ratio(X) 0.79
<br />0.24
<br />0.56
<br />0.87
<br />0.00
<br />0.53
<br />0.86
<br />0.61
<br />0.08
<br />0.80
<br />0.76
<br />0.76
<br />Avail Cap(c a), veh/h 172
<br />379
<br />274
<br />107
<br />0
<br />228
<br />286
<br />1855
<br />621
<br />170
<br />795
<br />782
<br />HCM Platoon Ratio 1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />0.67
<br />0.67
<br />0.67
<br />1.33
<br />1.33
<br />1.33
<br />Upstream Filler(I) 1.00
<br />1.00
<br />1.00
<br />1.00
<br />0.00
<br />1.00
<br />0.56
<br />0.56
<br />0.56
<br />0.89
<br />0.89
<br />0.89
<br />Uniform Delay (d), s/veh 42.6
<br />31.3
<br />33.7
<br />45.2
<br />0.0
<br />36.2
<br />41.7
<br />22.1
<br />14.9
<br />42.9
<br />15.0
<br />15.0
<br />Incr Delay (d2), s/veh 18.6
<br />0.3
<br />2.7
<br />33.0
<br />0.0
<br />2.0
<br />12.1
<br />0.8
<br />0.1
<br />13.4
<br />6.1
<br />6.2
<br />Initial Q Delay(d3),s/veh 0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />%ile BackOfQ(50 % ),veh/Ir8.6
<br />2.0
<br />3.8
<br />1.6
<br />0.0
<br />2.8
<br />6.3
<br />12.3
<br />0.9
<br />2.2
<br />12.7
<br />12.5
<br />LnGrp Delay(d),s/veh 61.2
<br />31.7
<br />36.4
<br />78.1
<br />0.0
<br />38.3
<br />53.8
<br />23.0
<br />15.1
<br />56.3
<br />21.0
<br />21.3
<br />LnGrp LOS E
<br />C
<br />D
<br />E
<br />D
<br />D
<br />C
<br />B
<br />E
<br />C
<br />C
<br />Approach Vol, vehlh
<br />356
<br />156
<br />1397
<br />1275
<br />Approach Delay, s/veh
<br />42.9
<br />49.2
<br />27.4
<br />23.2
<br />Approach LOS
<br />D
<br />D
<br />C
<br />C
<br />Timer � 1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />Assigned Phs 1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />Phs Duration (G+Y+Rc), s9.4
<br />54.2
<br />7.2
<br />23.1
<br />17.1
<br />46.5
<br />11.3
<br />19.0
<br />Change Period (Y+Rc), s 4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />Max Green Setting (GmaAQ,.B
<br />43.0
<br />7.0
<br />18.0
<br />15.0
<br />38.0
<br />9.0
<br />16.0
<br />Max Q Clear Time (g_c+IV,3
<br />27.2
<br />4.8
<br />11.7
<br />13.1
<br />25.9
<br />7.7
<br />9.3
<br />Green Ext Time (p -c), s 0.0
<br />12.8
<br />0.0
<br />1.0
<br />0.1
<br />10.1
<br />0.0
<br />0.3
<br />Intersection Sum
<br />HCM 2010 Ctrl Delay
<br />28.5
<br />HCM 2010 LOS
<br />00
<br />HCM 2010 Signalized Intersection Summary 00
<br />3: EI Camino Real & James Ave 9/15/2017 r
<br />T
<br />CID
<br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR --.x
<br />Lane Configurations ) t r ) T. ) t+ j+ ►j tT. rr
<br />Traffic Volume (veh/h) 62 47 78 113 72 97 89 1379 46 118 1254 75 W
<br />Future Volume (veh/h) 62 47 78 113 72 97 89 1379 46 118 1254 75
<br />Number 7 4 14 3 8 18 5 2 12 1 6 16
<br />Initial Q (Qb), veh 3 0 0 0 1 0 3 6 2 4 4 1
<br />Ped -Bike Adj(A_pbT) 1.00 0.87 1.00 0.87 1.00 0.92 1.00 0.92
<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 1827 1900 1696 1795 1900 1900 1881 1557 1776 1882 1900
<br />Adj Flow Rate, veh/h 65 49 77 119 76 100 94 1452 35 124 1320 73
<br />Adj No. of Lanes 1 1 1 1 1 0 1 2 1 1 2 0
<br />Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
<br />Percent Heavy Veh, % 0 4 0 12 3 3 0 1 22 7 1 1
<br />Cap, veh/h 94 260 201 144 137 150 125 1836 634 159 1858 101
<br />Arrive On Green 0.05 0.14 0.14 0.09 0.18 0.18 0.13 1.00 1.00 0.06 0.36 0.36
<br />Sat Flow, veh/h 1810 1827 1404 1616 647 852 1810 3574 1223 1691 3429 189
<br />Grp Volume(v), veh/h 65 49 77 119 0 176 94 1452 35 124 687 706
<br />Grp Sat Flow(s),veh/h/lnl810 1827 1404 1616 0 1499 1810 1787 1223 1691 1788 1830
<br />Q Serve(g_s), s 3.5 2.3 4.9 7.1 0.0 10.7 4.9 0.0 0.0 7.1 32.2 32.4
<br />Cycle Q Clear(g_c), s 3.5 2.3 4.9 7.1 0.0 10.7 4.9 0.0 0.0 7.1 32.2 32.4
<br />Prop In Lane 1.00 1.00 1.00 0.57 1.00 1.00 1.00 0.10
<br />Lane Grp Cap(c), veh/h 94 260 201 144 0 273 125 1836 634 159 968 991
<br />VIC Ratio(X) 0.69 0.19 0.38 0.82 0.00 0.65 0.75 0.79 0.06 0.78 0.71 0.71
<br />Avail Cap(c a), veh/h 166 298 229 165 0 271 148 1855 635 173 972 994
<br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 0.67 0.67 0.67
<br />Upstream Filler(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.42 0.42 0.42 0.86 0.86 0.86
<br />Uniform Delay (d), s/veh 46.0 37.0 38.1 43.9 0.0 37.3 41.7 0.3 0.0 45.4 24.8 24.9
<br />Incr Delay (d2), s/veh 8.7 0.3 1.2 25.0 0.0 5.2 7.3 1.5 0.1 16.5 3.8 3.7
<br />Initial Q Delay(d3),s/veh 23.6 0.0 0.0 0.0 0.0 0.3 16.7 0.4 0.1 20.8 0.1 0.1
<br />%ile BackOfQ(50 % ),veh/Ir2.9 1.2 1.9 4.2 0.0 4.9 3.6 2.1 0.2 5.4 17.3 17.7
<br />LnGrp Delay(d),s/veh 78.3 37.4 39.3 68.8 0.0 42.8 65.8 2.2 0.2 82.7 28.7 28.7
<br />LnGrp LOS E D D E D E A A F C C
<br />Approach Vol, vehlh 191 295 1581 1517
<br />Approach Delay, s/veh 52.1 53.3 5.9 33.1
<br />Approach LOS D D A C
<br />Wr1 2 3 4 5 6
<br />Assigned Phs 1 2 3 4 5 6 7 8
<br />Phs Duration (G+Y+Rc), t2.8 54.9 12.8 17.6 10.4 57.3 8.6 21.7
<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 (GmaAQ,.@ 46.0 10.0 16.0 8.0 48.0 9.0 17.0
<br />Max Q Clear Time (g_c+l f ,t 2.0 9.1 6.9 6.9 34.4 5.5 12.7
<br />Green Ext Time (p -c), s 0.0 33.9 0.0 0.5 0.0 12.3 0.0 0.7
<br />Intersection Sum
<br />HCM 2010 Ctrl Delay 23.8
<br />HCM 2010 LOS
<br />EI Camino Real Corridor Plan Synchro 9 Report EI Camino Real Corridor Plan Synchro 9 Report
<br />AM Peak Hour Existing Conditions Preferred Alternative W -Trans PM Peak Hour Existing Conditions Preferred Alternative W -Trans
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