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HCM 2010 Signalized Intersection Summary
<br />7: EI Camino Real & Oak Ave 9/1812017
<br />HCM 2010 Signalized Intersection Summary
<br />7: EI Camino Real & Oak Ave 9/1812017
<br />tel`\ T L* ►�
<br />Movement �Iiill.
<br />EBR
<br />NBL
<br />NBT
<br />SBU SBT
<br />SBR
<br />Movement �_BL
<br />EBR
<br />NBL NBT
<br />SBU
<br />SBT
<br />SBR
<br />Lane Configurations Y
<br />)
<br />Tt
<br />A W.
<br />Lane Configurations M
<br />) TT
<br />A
<br />W.
<br />Traffic Volume (veh/h) 153
<br />89
<br />153
<br />913
<br />9 1693
<br />49
<br />Traffic Volume (veh/h) 126
<br />75
<br />224 1293
<br />20
<br />1555
<br />92
<br />Future Volume (veh/h) 153
<br />89
<br />153
<br />913
<br />9 1693
<br />49
<br />Future Volume (veh/h) 126
<br />75
<br />224 1293
<br />20
<br />1555
<br />92
<br />Number 7
<br />14
<br />5
<br />2
<br />6
<br />16
<br />Number 7
<br />14
<br />5 2
<br />6
<br />16
<br />Initial Q (Qb), veh 0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />Initial Q (Qb), veh 0
<br />0
<br />5 0
<br />0
<br />0
<br />Ped -Bike Adj(A_pbT) 1.00
<br />0.88
<br />1.00
<br />0.94
<br />Ped -Bike Adj(A_pbT) 1.00
<br />0.81
<br />1.00
<br />0.93
<br />Parking Bus, Adj 1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />0.99
<br />Parking Bus, Adj 1.00
<br />1.00
<br />1.00 1.00
<br />1.00
<br />0.99
<br />Adj Sat Flow, veh/h/In 1886
<br />1900
<br />1900
<br />1863
<br />1863
<br />1900
<br />Adj Sat Flow, veh/h/In 1893
<br />1900
<br />1900 1863
<br />1882
<br />1900
<br />Adj Flow Rate, veh/h 159
<br />92
<br />159
<br />951
<br />1764
<br />42
<br />Adj Flow Rate, veh/h 127
<br />65
<br />226 1306
<br />1571
<br />72
<br />Adj No. of Lanes 0
<br />0
<br />1
<br />2
<br />3
<br />0
<br />Adj No. of Lanes 0
<br />0
<br />1 2
<br />3
<br />0
<br />Peak Hour Factor 0.96
<br />0.96
<br />0.96
<br />0.96
<br />0.96
<br />0.96
<br />Peak Hour Factor 0.99
<br />0.99
<br />0.99 0.99
<br />0.99
<br />0.99
<br />Percent Heavy Veh, % 0
<br />0
<br />0
<br />2
<br />2
<br />2
<br />Percent Heavy Veh, % 0
<br />0
<br />0 2
<br />1
<br />1
<br />Cap, veh/h 180
<br />104
<br />193
<br />2637
<br />3045
<br />72
<br />Cap, veh/h 161
<br />83
<br />280 2713
<br />2860
<br />131
<br />Arrive On Green 0.17
<br />0.17
<br />0.11
<br />0.75
<br />1.00
<br />1.00
<br />Arrive On Green 0.15
<br />0.15
<br />0.15 0.77
<br />1.00
<br />1.00
<br />Sat Flow, veh/h 1032
<br />597
<br />1810
<br />3632
<br />5254
<br />121
<br />Sat Flow, veh/h 1051
<br />538
<br />1810 3632
<br />5172
<br />229
<br />Grp Volume(v), veh/h 252
<br />0
<br />159
<br />951
<br />1175
<br />631
<br />Grp Volume(v), veh/h 193
<br />0
<br />226 1306
<br />1076
<br />567
<br />Grp Sat Flow(s),veh/h/lnl636
<br />0
<br />1810
<br />1770
<br />1695
<br />1817
<br />Grp Sat Flow(s),veh/h/lnl597
<br />0
<br />1810 1770
<br />1713
<br />1806
<br />Q Serve(g_s), s 15.0
<br />0.0
<br />8.6
<br />9.4
<br />0.0
<br />0.0
<br />Q Serve(g_s), s 11.6
<br />0.0
<br />12.2 13.7
<br />0.0
<br />0.0
<br />Cycle Q Clear(g_c), s 15.0
<br />0.0
<br />8.6
<br />9.4
<br />0.0
<br />0.0
<br />Cycle Q Clear(g_c), s 11.6
<br />0.0
<br />12.2 13.7
<br />0.0
<br />0.0
<br />Prop In Lane 0.63
<br />0.37
<br />1.00
<br />0.07
<br />Prop In Lane 0.66
<br />0.34
<br />1.00
<br />0.13
<br />Lane Grp Cap(c), veh/h 286
<br />0
<br />193
<br />2637
<br />2029
<br />1088
<br />Lane Grp Cap(c), veh/h 245
<br />0
<br />280 2713
<br />1959
<br />1032
<br />VIC Ratio(X) 0.88
<br />0.00
<br />0.82
<br />0.36
<br />0.58
<br />0.58
<br />VIC Ratio(X) 0.79
<br />0.00
<br />0.81 0.48
<br />0.55
<br />0.55
<br />Avail Cap(c a), veh/h 393
<br />0
<br />290
<br />2637
<br />2029
<br />1088
<br />Avail Cap(c a), veh/h 335
<br />0
<br />416 2713
<br />1989
<br />1049
<br />HCM Platoon Ratio 1.00
<br />1.00
<br />1.00
<br />1.00
<br />2.00
<br />2.00
<br />HCM Platoon Ratio 1.00
<br />1.00
<br />1.00 1.00
<br />2.00
<br />2.00
<br />Upstream Filler(I) 1.00
<br />0.00
<br />1.00
<br />1.00
<br />0.65
<br />0.65
<br />Upstream Filler(I) 1.00
<br />0.00
<br />1.00 1.00
<br />0.77
<br />0.77
<br />Uniform Delay (d), s/veh 40.2
<br />0.0
<br />43.8
<br />4.4
<br />0.0
<br />0.0
<br />Uniform Delay (d), slveh40.7
<br />0.0
<br />41.4 4.3
<br />0.0
<br />0.0
<br />Incr Delay (d2), s/veh 15.8
<br />0.0
<br />11.3
<br />0.4
<br />0.8
<br />1.5
<br />Incr Delay (d2), s/veh 8.3
<br />0.0
<br />7.1 0.6
<br />0.9
<br />1.6
<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 />Initial Q Delay(d3),s/veh 0.0
<br />0.0
<br />12.0 0.0
<br />0.0
<br />0.0
<br />%ile BackOfQ(50%),veh/Ir8.0
<br />0.0
<br />4.9
<br />4.6
<br />0.2
<br />0.4
<br />%ile BackOfQ(50%),veh/Ir5.7
<br />0.0
<br />8.1 6.8
<br />0.2
<br />0.5
<br />LnGrp Delay(d),s/veh 56.0
<br />0.0
<br />55.0
<br />4.8
<br />0.8
<br />1.5
<br />LnGrp Delay(d),s/veh 49.1
<br />0.0
<br />60.4 4.9
<br />0.9
<br />1.6
<br />LnGrp LOS E
<br />E
<br />A
<br />A
<br />A
<br />LnGrp LOS D
<br />E A
<br />A
<br />A
<br />Approach Vol, veh/h 252
<br />1110
<br />1806
<br />Approach Vol, veh/h 193
<br />1532
<br />1643
<br />Approach Delay, s/veh 56.0
<br />12.0
<br />1.0
<br />Approach Delay, s/veh 49.1
<br />13.1
<br />1.1
<br />Approach LOS E
<br />B
<br />A
<br />Approach LOS D
<br />B
<br />A
<br />Timer �
<br />2
<br />3
<br />4
<br />5 6
<br />7 8
<br />3 4
<br />5
<br />6
<br />7 8
<br />Assigned Phs
<br />2
<br />4
<br />5 6
<br />Assigned Phs
<br />2
<br />4
<br />5
<br />6
<br />Phs Duration (G+Y+Rc), s
<br />78.5
<br />21.5
<br />14.7 63.9
<br />Phs Duration (G+Y+Rc), s
<br />80.6
<br />19.4
<br />18.6
<br />62.1
<br />Change Period (Y+Rc), s
<br />4.0
<br />4.0
<br />4.0 4.0
<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 />68.0
<br />24.0
<br />16.0 48.0
<br />Max Green Setting (Gmax), s
<br />71.0
<br />21.0
<br />23.0
<br />44.0
<br />Max Q Clear Time (g_c+ll), s
<br />11.4
<br />17.0
<br />10.6 2.0
<br />Max Q Clear Time
<br />Green Ext Time (p -c), s
<br />38.2
<br />0.5
<br />0.2 33.1
<br />Green Ext Time (p -c), s
<br />40.9
<br />0.3
<br />0.4
<br />33.1
<br />Intersection Summary
<br />Intersection Summary
<br />HCM 2010 Ctrl Delay
<br />9.3
<br />HCM 2010 Ctrl Delay
<br />9.3
<br />HCM 2010 LOS
<br />HCM 2010 LOS
<br />EI Camino Real Corridor Plan Synchro 8 Report
<br />AM Peak Hour Existing Conditions W -Trans
<br />00
<br />EI Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing Conditions Synchro 9 Report
<br />W -Trans Page 10
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