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HCM 2010 Signalized Intersection Summary
<br />OW
<br />7
<br />8
<br />Assigned Phs
<br />2
<br />HCM 2010 Signalized Intersection Summary
<br />4
<br />6
<br />7
<br />8
<br />Phs Duration (G+Y+Rc), s
<br />38.1
<br />11.7
<br />44.1
<br />10: EI Camino Real
<br />& Oakwood Dr/Dumbarton Ave
<br />46.4
<br />Change Period (Y+Rc), s
<br />4.0
<br />4.0
<br />4.0
<br />9/15/2017
<br />4.0
<br />10: EI Camino Real
<br />& Oakwood Dr/Dumbarton Ave
<br />33.0
<br />8.0
<br />41.0
<br />33.0
<br />10.0
<br />9/1512017
<br />Max Q Clear Time (g_c+ll), s
<br />12.5
<br />8.1
<br />38.5
<br />-V
<br />6.3
<br />16.6
<br />Green Ext Time (p -c), s
<br />4,\
<br />t/10-
<br />1.6
<br />ti
<br />1
<br />V
<br />Intersection Summary
<br />_-*,-*
<br />4,\
<br />t
<br />33.9
<br />ti
<br />l
<br />►'
<br />HCM 2010 LOS
<br />EBR
<br />WBR
<br />NBL
<br />NBT
<br />NBR
<br />SBL
<br />SBT
<br />SBI
<br />WBR
<br />NBL
<br />NBT
<br />NBR
<br />SBL
<br />SBT
<br />Sa
<br />Lane Configurations
<br />4
<br />4
<br />)
<br />W.
<br />)
<br />W.
<br />Lane Configurations
<br />4
<br />4
<br />)
<br />W.
<br />)
<br />W.
<br />Traffic Volume (veh/h)
<br />100
<br />35
<br />125
<br />211
<br />18
<br />61
<br />112
<br />1051
<br />35
<br />74
<br />2000
<br />17
<br />Traffic Volume (veh/h)
<br />64
<br />20
<br />65
<br />99
<br />14
<br />52
<br />137
<br />1957
<br />49
<br />166
<br />1469
<br />23
<br />Future Volume (veh/h)
<br />100
<br />35
<br />125
<br />211
<br />18
<br />61
<br />112
<br />1051
<br />35
<br />74
<br />2000
<br />17
<br />Future Volume (veh/h)
<br />64
<br />20
<br />65
<br />99
<br />14
<br />52
<br />137
<br />1957
<br />49
<br />166
<br />1469
<br />23
<br />Number
<br />5
<br />2
<br />12
<br />1
<br />6
<br />16
<br />3
<br />8
<br />18
<br />7
<br />4
<br />14
<br />Number
<br />5
<br />2
<br />12
<br />1
<br />6
<br />16
<br />3
<br />8
<br />18
<br />7
<br />4
<br />14
<br />Initial Q (Qb), veh
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />1
<br />0
<br />1
<br />4
<br />0
<br />Initial Q (Qb), veh
<br />0
<br />1
<br />0
<br />0
<br />2
<br />0
<br />0
<br />0
<br />0
<br />1
<br />0
<br />0
<br />Ped -Bike Adj(A_pbT)
<br />1.00
<br />0.96
<br />0.99
<br />0.96
<br />1.00
<br />0.96
<br />1.00
<br />0.95
<br />Ped -Bike Adj(A_pbT)
<br />0.96
<br />0.93
<br />0.97
<br />0.91
<br />1.00
<br />0.96
<br />1.00
<br />0.96
<br />Parking Bus, Adj
<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 />1.00
<br />Parking Bus, Adj
<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 />1.00
<br />Adj Sat Flow, veh/h/In
<br />1900
<br />1900
<br />1900
<br />1900
<br />1878
<br />1900
<br />1863
<br />1827
<br />1900
<br />1759
<br />1845
<br />1900
<br />Adj Sat Flow, veh/h/In
<br />1900
<br />1888
<br />1900
<br />1900
<br />1889
<br />1900
<br />1900
<br />1882
<br />1900
<br />1759
<br />1845
<br />1900
<br />Adj Flow Rate, veh/h
<br />104
<br />36
<br />115
<br />220
<br />19
<br />48
<br />117
<br />1095
<br />32
<br />77
<br />2083
<br />15
<br />Adj Flow Rate, veh/h
<br />65
<br />20
<br />56
<br />100
<br />14
<br />52
<br />138
<br />1977
<br />31
<br />168
<br />1484
<br />3
<br />Adj No. of Lanes
<br />0
<br />1
<br />0
<br />0
<br />1
<br />0
<br />1
<br />3
<br />0
<br />1
<br />3
<br />0
<br />Adj No. of Lanes
<br />0
<br />1
<br />0
<br />0
<br />1
<br />0
<br />1
<br />3
<br />0
<br />1
<br />3
<br />0
<br />Peak Hour Factor
<br />0.96
<br />0.96
<br />0.96
<br />0.96
<br />0.96
<br />0.96
<br />0.96
<br />0.96
<br />0.96
<br />0.96
<br />0.96
<br />0.96
<br />Peak Hour Factor
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />Percent Heavy Veh, %
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />2
<br />4
<br />4
<br />8
<br />3
<br />3
<br />Percent Heavy Veh, %
<br />5
<br />5
<br />5
<br />0
<br />0
<br />0
<br />0
<br />1
<br />1
<br />8
<br />3
<br />3
<br />Cap, veh/h
<br />270
<br />104
<br />263
<br />407
<br />39
<br />76
<br />146
<br />2243
<br />65
<br />101
<br />2209
<br />15
<br />Cap, veh/h
<br />142
<br />61
<br />91
<br />175
<br />38
<br />67
<br />171
<br />3127
<br />49
<br />202
<br />3252
<br />7
<br />Arrive On Green
<br />0.36
<br />0.36
<br />0.36
<br />0.36
<br />0.36
<br />0.36
<br />0.08
<br />0.45
<br />0.45
<br />0.06
<br />0.43
<br />0.43
<br />Arrive On Green
<br />0.15
<br />0.15
<br />0.15
<br />0.15
<br />0.15
<br />0.15
<br />0.09
<br />0.60
<br />0.60
<br />0.12
<br />0.63
<br />0.63
<br />Sat Flow, veh/h
<br />596
<br />287
<br />726
<br />935
<br />106
<br />209
<br />1774
<br />4976
<br />145
<br />1675
<br />5157
<br />37
<br />Sat Flow, veh/h
<br />581
<br />336
<br />604
<br />780
<br />189
<br />442
<br />1810
<br />5207
<br />82
<br />1675
<br />5191
<br />10
<br />Grp Volume(v), veh/h
<br />255
<br />0
<br />0
<br />287
<br />0
<br />0
<br />117
<br />732
<br />395
<br />77
<br />1356
<br />742
<br />Grp Volume(v), veh/h
<br />141
<br />0
<br />0
<br />166
<br />0
<br />0
<br />138
<br />1300
<br />708
<br />168
<br />960
<br />527
<br />Grp Sat Flow(s),veh/h/In
<br />1609
<br />0
<br />0
<br />1250
<br />0
<br />0
<br />1774
<br />1663
<br />1795
<br />1675
<br />1679
<br />1836
<br />Grp Sat Flow(s),veh/h/In
<br />1520
<br />0
<br />0
<br />1411
<br />0
<br />0
<br />1810
<br />1712
<br />1864
<br />1675
<br />1679
<br />1843
<br />Q Serve(g_s), s
<br />0.0
<br />0.0
<br />0.0
<br />8.0
<br />0.0
<br />0.0
<br />6.1
<br />14.6
<br />14.6
<br />4.3
<br />36.5
<br />36.5
<br />Q Serve(g_s), s
<br />0.0
<br />0.0
<br />0.0
<br />2.7
<br />0.0
<br />0.0
<br />7.3
<br />23.8
<br />23.8
<br />9.6
<br />14.6
<br />14.6
<br />Cycle Q Clear(g_c), s
<br />10.5
<br />0.0
<br />0.0
<br />18.6
<br />0.0
<br />0.0
<br />6.1
<br />14.6
<br />14.6
<br />4.3
<br />36.5
<br />36.5
<br />Cycle Q Clear(g_c), s
<br />8.2
<br />0.0
<br />0.0
<br />10.9
<br />0.0
<br />0.0
<br />7.3
<br />23.8
<br />23.8
<br />9.6
<br />14.6
<br />14.6
<br />Prop In Lane
<br />0.41
<br />0.45
<br />0.77
<br />0.17
<br />1.00
<br />0.08
<br />1.00
<br />0.02
<br />Prop In Lane
<br />0.46
<br />0.40
<br />0.60
<br />0.31
<br />1.00
<br />0.04
<br />1.00
<br />0.01
<br />Lane Grp Cap(c), veh/h
<br />638
<br />0
<br />0
<br />521
<br />0
<br />0
<br />146
<br />1499
<br />809
<br />101
<br />1438
<br />786
<br />Lane Grp Cap(c), veh/h
<br />291
<br />0
<br />0
<br />281
<br />0
<br />0
<br />171
<br />2057
<br />1119
<br />202
<br />2104
<br />1155
<br />VIC Ratio(X)
<br />0.40
<br />0.00
<br />0.00
<br />0.55
<br />0.00
<br />0.00
<br />0.80
<br />0.49
<br />0.49
<br />0.77
<br />0.94
<br />0.94
<br />VIC Ratio(X)
<br />0.48
<br />0.00
<br />0.00
<br />0.59
<br />0.00
<br />0.00
<br />0.81
<br />0.63
<br />0.63
<br />0.83
<br />0.46
<br />0.46
<br />Avail Cap(c a), veh/h
<br />639
<br />0
<br />0
<br />522
<br />0
<br />0
<br />151
<br />1500
<br />810
<br />178
<br />1465
<br />801
<br />Avail Cap(c a), veh/h
<br />374
<br />0
<br />0
<br />359
<br />0
<br />0
<br />277
<br />2067
<br />1125
<br />274
<br />2110
<br />1158
<br />HCM Platoon Ratio
<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 />1.00
<br />HCM Platoon Ratio
<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 />1.00
<br />Upstream Filler(I)
<br />1.00
<br />0.00
<br />0.00
<br />1.00
<br />0.00
<br />0.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />Upstream Filler(I)
<br />1.00
<br />0.00
<br />0.00
<br />1.00
<br />0.00
<br />0.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />Uniform Delay (d), s/veh
<br />22.4
<br />0.0
<br />0.0
<br />25.2
<br />0.0
<br />0.0
<br />42.4
<br />18.2
<br />18.2
<br />43.6
<br />25.9
<br />25.9
<br />Uniform Delay (d), s/veh
<br />38.4
<br />0.0
<br />0.0
<br />39.5
<br />0.0
<br />0.0
<br />43.5
<br />12.6
<br />12.6
<br />42.2
<br />9.6
<br />9.6
<br />Incr Delay (d2), s/veh
<br />1.9
<br />0.0
<br />0.0
<br />4.1
<br />0.0
<br />0.0
<br />25.5
<br />0.2
<br />0.5
<br />11.4
<br />12.4
<br />19.3
<br />Incr Delay (d2), s/veh
<br />1.3
<br />0.0
<br />0.0
<br />2.0
<br />0.0
<br />0.0
<br />8.7
<br />1.5
<br />2.7
<br />14.5
<br />0.7
<br />1.3
<br />Initial Q Delay(d3),s/veh
<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 />3.0
<br />0.4
<br />0.4
<br />Initial Q Delay(d3),s/veh
<br />0.2
<br />0.0
<br />0.0
<br />0.9
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />1.0
<br />0.0
<br />0.0
<br />%ile BackOfQ(50%),veh/In
<br />5.3
<br />0.0
<br />0.0
<br />6.8
<br />0.0
<br />0.0
<br />4.0
<br />6.7
<br />7.4
<br />2.5
<br />19.5
<br />22.9
<br />%ile BackOfQ(50%),veh/In
<br />3.8
<br />0.0
<br />0.0
<br />4.7
<br />0.0
<br />0.0
<br />4.1
<br />11.7
<br />13.1
<br />5.4
<br />6.9
<br />7.8
<br />LnGrp Delay(d),s/veh
<br />24.3
<br />0.0
<br />0.0
<br />29.3
<br />0.0
<br />0.0
<br />67.9
<br />18.5
<br />18.7
<br />58.1
<br />38.7
<br />45.6
<br />LnGrp Delay(d),s/veh
<br />39.8
<br />0.0
<br />0.0
<br />42.4
<br />0.0
<br />0.0
<br />52.2
<br />14.1
<br />15.4
<br />57.8
<br />10.3
<br />10.9
<br />LnGrp LOS
<br />C
<br />C
<br />E
<br />B
<br />B
<br />E
<br />D
<br />D
<br />LnGrp LOS
<br />D
<br />D
<br />D
<br />B
<br />B
<br />E
<br />B
<br />B
<br />Approach Vol, veh/h
<br />255
<br />287
<br />1244
<br />2175
<br />Approach Vol, veh/h
<br />141
<br />166
<br />2146
<br />1655
<br />Approach Delay, s/veh
<br />24.3
<br />29.3
<br />23.2
<br />41.8
<br />Approach Delay, s/veh
<br />39.8
<br />42.4
<br />17.0
<br />15.3
<br />Approach LOS
<br />C
<br />C
<br />C
<br />D
<br />Approach LOS
<br />D
<br />D
<br />B
<br />B
<br />EI Camino Real Corridor Plan Synchro 9 Report
<br />AM Peak Hour Existing Conditions Preferred Alternative W -Trans
<br />OW
<br />7
<br />8
<br />Assigned Phs
<br />2
<br />3
<br />4
<br />6
<br />7
<br />8
<br />Phs Duration (G+Y+Rc), s
<br />38.1
<br />11.7
<br />44.1
<br />38.1
<br />9.5
<br />46.4
<br />Change Period (Y+Rc), s
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />Max Green Setting (Gmax), s
<br />33.0
<br />8.0
<br />41.0
<br />33.0
<br />10.0
<br />39.0
<br />Max Q Clear Time (g_c+ll), s
<br />12.5
<br />8.1
<br />38.5
<br />20.6
<br />6.3
<br />16.6
<br />Green Ext Time (p -c), s
<br />3.8
<br />0.0
<br />1.6
<br />3.0
<br />0.0
<br />20.2
<br />Intersection Summary
<br />HCM 2010 Ctrl Delay
<br />33.9
<br />HCM 2010 LOS
<br />EI Camino Real Corridor Plan Synchro 9 Report
<br />AM Peak Hour Existing Conditions Preferred Alternative W -Trans
<br />EI Camino Real Corridor Plan Synchro 9 Report W
<br />PM Peak Hour Existing Conditions Preferred Alternative W -Trans
<br />(D
<br />O
<br />OW
<br />7
<br />Assigned Phs
<br />2
<br />3
<br />4
<br />6
<br />7
<br />8
<br />Phs Duration (G+Y+Rc), s
<br />19.2
<br />13.3
<br />65.6
<br />19.2
<br />15.7
<br />63.2
<br />Change Period (Y+Rc), s
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />Max Green Setting (Gmax), s
<br />21.0
<br />15.0
<br />50.0
<br />21.0
<br />16.0
<br />49.0
<br />Max Q Clear Time (g_c+ll ), s
<br />10.2
<br />9.3
<br />16.6
<br />12.9
<br />11.6
<br />25.8
<br />Green Ext Time (p -c), s
<br />1.4
<br />0.1
<br />30.0
<br />1.2
<br />0.2
<br />21.5
<br />Intersection Summary
<br />HCM 2010 Ctrl Delay
<br />18.1
<br />HCM 2010 LOS
<br />EI Camino Real Corridor Plan Synchro 9 Report W
<br />PM Peak Hour Existing Conditions Preferred Alternative W -Trans
<br />(D
<br />O
<br />
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