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HCM 2010 Signalized Intersection Summary
<br />8: EI Camino Real & Redwood Ave/Main St 9/1512017
<br />-A,z'r~�*\ T �'►1 -'
<br />Movement = EBL
<br />EBT
<br />EBR WBL WBT WBR
<br />NBL
<br />NBT NBR
<br />SBL SBT
<br />SBR
<br />Lane Configurations
<br />4
<br />r
<br />r
<br />4,
<br />4,
<br />4.0
<br />t+
<br />?I
<br />t+
<br />?I
<br />Traffic Volume (veh/h) 50
<br />50
<br />792
<br />50
<br />50
<br />9
<br />0
<br />1042
<br />442
<br />0 1646
<br />180
<br />Future Volume (veh/h) 50
<br />50
<br />792
<br />50
<br />50
<br />9
<br />0
<br />1042
<br />442
<br />0 1646
<br />180
<br />Number 7
<br />4
<br />14
<br />3
<br />8
<br />18
<br />5
<br />2
<br />12
<br />1 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 0
<br />0
<br />Ped -Bike Adj(A_pbT) 1.00
<br />0.99
<br />0.98
<br />1.00
<br />1.00
<br />0.98
<br />1.00
<br />1.00
<br />0.98
<br />1.00
<br />0.97
<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 1.00
<br />1.00
<br />Adj Sat Flow, veh/h/In 1900
<br />1900
<br />1792
<br />1900
<br />1900
<br />1900
<br />0
<br />1827
<br />1845
<br />0 1863
<br />1792
<br />Adj Flow Rate, veh/h 52
<br />52
<br />825
<br />52
<br />52
<br />9
<br />0
<br />1085
<br />460
<br />0 1715
<br />188
<br />Adj No. of Lanes 0
<br />1
<br />1
<br />0
<br />1
<br />0
<br />0
<br />2
<br />1
<br />0 2
<br />1
<br />Peak Hour Factor 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 0.96
<br />0.96
<br />Percent Heavy Veh, % 0
<br />0
<br />6
<br />0
<br />0
<br />0
<br />0
<br />4
<br />3
<br />0 2
<br />6
<br />Cap, veh/h 415
<br />398
<br />699
<br />255
<br />242
<br />38
<br />0
<br />1551
<br />684
<br />0 1581
<br />657
<br />Arrive On Green 0.47
<br />0.47
<br />0.47
<br />0.47
<br />0.47
<br />0.47
<br />0.00
<br />0.45
<br />0.45
<br />0.00 0.89
<br />0.89
<br />Sat Flow, veh/h 764
<br />850
<br />1494
<br />426
<br />517
<br />82
<br />0
<br />3563
<br />1531
<br />0 3632
<br />1471
<br />Grp Volume(v), veh/h 104
<br />0
<br />825
<br />113
<br />0
<br />0
<br />0
<br />1085
<br />460
<br />0 1715
<br />188
<br />Grp Sat Flow(s),veh/h/lnl614
<br />0
<br />1494
<br />1024
<br />0
<br />0
<br />0
<br />1736
<br />1531
<br />0 1770
<br />1471
<br />Q Serve(g_s), s 0.0
<br />0.0
<br />44.0
<br />1.8
<br />0.0
<br />0.0
<br />0.0
<br />23.6
<br />22.3
<br />0.0 42.0
<br />1.7
<br />Cycle Q Clear(g_c), s 2.9
<br />0.0
<br />44.0
<br />4.7
<br />0.0
<br />0.0
<br />0.0
<br />23.6
<br />22.3
<br />0.0 42.0
<br />1.7
<br />Prop In Lane 0.50
<br />0.50
<br />1.00
<br />0.46
<br />0.42
<br />0.08
<br />0.00
<br />0.00
<br />1.00
<br />0.00
<br />1.00
<br />Lane Grp Cap(c), veh/h 813
<br />0
<br />699
<br />535
<br />0
<br />0
<br />0
<br />1551
<br />684
<br />0 1581
<br />657
<br />VIC Ratio(X) 0.13
<br />0.00
<br />1.18
<br />0.21
<br />0.00
<br />0.00
<br />0.00
<br />0.70
<br />0.67
<br />0.00 1.08
<br />0.29
<br />Avail Cap(c a), veh/h 813
<br />0
<br />699
<br />535
<br />0
<br />0
<br />0
<br />1551
<br />684
<br />0 1581
<br />657
<br />HCM Platoon Ratio 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 2.00
<br />2.00
<br />Upstream Filler(I) 1.00
<br />0.00
<br />1.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00
<br />1.00
<br />1.00
<br />0.00 0.71
<br />0.71
<br />Uniform Delay (d), slveh 14.1
<br />0.0
<br />25.0
<br />14.3
<br />0.0
<br />0.0
<br />0.0
<br />20.9
<br />20.6
<br />0.0 5.0
<br />2.9
<br />Incr Delay (d2), s/veh 0.1
<br />0.0
<br />95.1
<br />0.2
<br />0.0
<br />0.0
<br />0.0
<br />2.7
<br />5.2
<br />0.0 46.5
<br />0.8
<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 0.0
<br />0.0
<br />%ile BackOfQ(50 % ),veh/lnl .5
<br />0.0
<br />36.6
<br />1.7
<br />0.0
<br />0.0
<br />0.0
<br />11.9
<br />10.3
<br />0.0 26.9
<br />0.8
<br />LnGrp Delay(d),slveh 14.1
<br />0.0
<br />120.1
<br />14.5
<br />0.0
<br />0.0
<br />0.0
<br />23.6
<br />25.8
<br />0.0 51.5
<br />3.6
<br />LnGrp LOS B
<br />F
<br />B
<br />D
<br />C
<br />C
<br />F
<br />A
<br />Approach Vol, veh/h
<br />929
<br />113
<br />2299
<br />1545
<br />1772
<br />1903
<br />Approach Delay, s/veh
<br />Approach Delay, s/veh
<br />108.3
<br />14.5
<br />42.0
<br />24.2
<br />7.2
<br />46.8
<br />Approach LOS
<br />Approach LOS
<br />F
<br />B
<br />D
<br />C
<br />A
<br />D
<br />Time
<br />Assigned Phs
<br />2
<br />4
<br />6
<br />8
<br />Phs Duration (G+Y+Rc), s
<br />46.0
<br />48.0
<br />46.0
<br />48.0
<br />Change Period (Y+Rc), s
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />Max Green Setting (Gmax), s
<br />42.0
<br />44.0
<br />42.0
<br />44.0
<br />Max Q Clear Time (g_c+ll), s
<br />25.6
<br />46.0
<br />44.0
<br />6.7
<br />Green Ext Time (p -c), s
<br />15.3
<br />0.0
<br />0.0
<br />6.5
<br />Intersection Summary
<br />HCM 2010 Ctrl Delay
<br />50.9
<br />HCM 2010 LOS
<br />D
<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 />8: EI Camino Real & Redwood Ave/Main St 9/1512017
<br />Movement =
<br />EBL
<br />EBT
<br />EBR WBL WBT WBR
<br />NBL NBT NBR
<br />SBL SBT
<br />SBR
<br />Lane Configurations
<br />50.0
<br />4
<br />r
<br />4.0
<br />4,
<br />4.0
<br />t+
<br />?I
<br />t+
<br />?I
<br />Traffic Volume (veh/h)
<br />50
<br />50
<br />679
<br />50
<br />50
<br />20
<br />0 1520
<br />687
<br />0 1433
<br />268
<br />Future Volume (veh/h)
<br />50
<br />50
<br />679
<br />50
<br />50
<br />20
<br />0 1520
<br />687
<br />0 1433
<br />268
<br />Number
<br />7
<br />4
<br />14
<br />3
<br />8
<br />18
<br />5 2
<br />12
<br />1 6
<br />16
<br />Initial Q (Qb), veh
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0 0
<br />0
<br />0 0
<br />0
<br />Ped -Bike Adj(A_pbT)
<br />0.99
<br />0.97
<br />1.00
<br />0.98
<br />1.00
<br />0.98
<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 1.00
<br />1.00
<br />1.00 1.00
<br />1.00
<br />Adj Sat Flow, veh/h/In
<br />1900
<br />1900
<br />1881
<br />1900
<br />1900
<br />1900
<br />0 1881
<br />1881
<br />0 1881
<br />1881
<br />Adj Flow Rate, veh/h
<br />52
<br />52
<br />707
<br />52
<br />52
<br />21
<br />0 1583
<br />716
<br />0 1493
<br />279
<br />Adj No. of Lanes
<br />0
<br />1
<br />1
<br />0
<br />1
<br />0
<br />0 2
<br />1
<br />0 2
<br />1
<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 0.96
<br />0.96
<br />0.96 0.96
<br />0.96
<br />Percent Heavy Veh, %
<br />0
<br />0
<br />1
<br />0
<br />0
<br />0
<br />0 1
<br />1
<br />0 1
<br />1
<br />Cap, veh/h
<br />396
<br />380
<br />699
<br />243
<br />235
<br />86
<br />0 1678
<br />733
<br />0 1678
<br />720
<br />Arrive On Green
<br />0.45
<br />0.45
<br />0.45
<br />0.45
<br />0.45
<br />0.45
<br />0.00 0.47
<br />0.47
<br />0.00 0.94
<br />0.94
<br />Sat Flow, veh/h
<br />760
<br />847
<br />1557
<br />426
<br />523
<br />192
<br />0 3668
<br />1562
<br />0 3668
<br />1534
<br />Grp Volume(v), veh/h
<br />104
<br />0
<br />707
<br />125
<br />0
<br />0
<br />0 1583
<br />716
<br />0 1493
<br />279
<br />Grp Sat Flow(s),veh/h/lnl607
<br />0
<br />1557
<br />1141
<br />0
<br />0
<br />0 1787
<br />1562
<br />0 1787
<br />1534
<br />Q Serve(g_s), s
<br />0.0
<br />0.0
<br />44.0
<br />2.0
<br />0.0
<br />0.0
<br />0.0 41.3
<br />44.0
<br />0.0 15.2
<br />1.7
<br />Cycle Q Clear(g_c), s
<br />3.2
<br />0.0
<br />44.0
<br />5.2
<br />0.0
<br />0.0
<br />0.0 41.3
<br />44.0
<br />0.0 15.2
<br />1.7
<br />Prop In Lane
<br />0.50
<br />1.00
<br />0.42
<br />0.17
<br />0.00
<br />1.00
<br />0.00
<br />1.00
<br />Lane Grp Cap(c), veh/h
<br />776
<br />0
<br />699
<br />564
<br />0
<br />0
<br />0 1678
<br />733
<br />0 1678
<br />720
<br />VIC Ratio(X)
<br />0.13
<br />0.00
<br />1.01
<br />0.22
<br />0.00
<br />0.00
<br />0.00 0.94
<br />0.98
<br />0.00 0.89
<br />0.39
<br />Avail Cap(c a), veh/h
<br />776
<br />0
<br />699
<br />564
<br />0
<br />0
<br />0 1678
<br />733
<br />0 1678
<br />720
<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 1.00
<br />1.00
<br />1.00 2.00
<br />2.00
<br />Upstream Filler(I)
<br />1.00
<br />0.00
<br />1.00
<br />1.00
<br />0.00
<br />0.00
<br />0.00 1.00
<br />1.00
<br />0.00 0.76
<br />0.76
<br />Uniform Delay (d), s/veh 15.7
<br />0.0
<br />27.0
<br />16.1
<br />0.0
<br />0.0
<br />0.0 24.8
<br />25.5
<br />0.0 2.1
<br />1.6
<br />Incr Delay (d2), s/veh
<br />0.1
<br />0.0
<br />36.8
<br />0.2
<br />0.0
<br />0.0
<br />0.0 12.1
<br />27.9
<br />0.0 5.9
<br />1.2
<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 0.0
<br />0.0
<br />0.0 0.0
<br />0.0
<br />%ile BackOfQ(50 % ),veh/lnl
<br />.7
<br />0.0
<br />26.0
<br />2.0
<br />0.0
<br />0.0
<br />0.0 23.1
<br />24.6
<br />0.0 6.8
<br />0.9
<br />LnGrp Delay(d),slveh
<br />15.8
<br />0.0
<br />63.8
<br />16.3
<br />0.0
<br />0.0
<br />0.0 36.9
<br />53.4
<br />0.0 8.0
<br />2.8
<br />LnGrp LOS
<br />B
<br />F
<br />B
<br />D
<br />D
<br />A
<br />A
<br />Approach Vol, veh/h
<br />811
<br />125
<br />2299
<br />1772
<br />Approach Delay, s/veh
<br />57.7
<br />16.3
<br />42.0
<br />7.2
<br />Approach LOS
<br />E
<br />B
<br />D
<br />A
<br />Assigned Phs
<br />2
<br />4
<br />6
<br />8
<br />Phs Duration (G+Y+Rc), s
<br />50.0
<br />48.0
<br />50.0
<br />48.0
<br />Change Period (Y+Rc), s
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />Max Green Setting (Gmax), s
<br />46.0
<br />44.0
<br />46.0
<br />44.0
<br />Max Q Clear Time (g_c+ll ), s
<br />46.0
<br />46.0
<br />17.2
<br />7.2
<br />Green Ext Time (p -c), s
<br />0.0
<br />0.0
<br />27.3
<br />5.5
<br />Intersection Summary
<br />HCM 2010 Ctrl Delay
<br />31.6
<br />HCM 2010 LOS
<br />C
<br />EI Camino Real Corridor Plan Synchro 9 Report W
<br />PM Peak Hour Existing Conditions Preferred Alternative W -Trans
<br />(D
<br />(.3l
<br />00
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