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HCM 2010 Signalized Intersection Summary HCM 2010 Signalized Intersection Summary
<br />5: EI Camino Real & Maple St 9/1812017 5: EI Camino Real & Maple St 9/1812017
<br />Assigned Phs
<br />1<
<br />t
<br />I
<br />rA
<br />\
<br />i
<br />Movement `
<br />WBL
<br />WBR
<br />NBT
<br />NBR
<br />SBL
<br />SBT
<br />Lane Configurations
<br />)
<br />r
<br />TT
<br />r
<br />)
<br />Tt
<br />Traffic Volume (veh/h)
<br />61
<br />70
<br />1290
<br />75
<br />70
<br />1481
<br />Future Volume (veh/h)
<br />61
<br />70
<br />1290
<br />75
<br />70
<br />1481
<br />Number
<br />1
<br />16
<br />8
<br />18
<br />7
<br />4
<br />Initial Q (Qb), veh
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />Ped -Bike Adj(A_pbT)
<br />1.00
<br />1.00
<br />0.99
<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 />Adj Sat Flow, veh/h/In
<br />1863
<br />1881
<br />1827
<br />1881
<br />1863
<br />1845
<br />Adj Flow Rate, veh/h
<br />65
<br />74
<br />1372
<br />80
<br />74
<br />1576
<br />Adj No. of Lanes
<br />1
<br />1
<br />2
<br />1
<br />1
<br />2
<br />Peak Hour Factor
<br />0.94
<br />0.94
<br />0.94
<br />0.94
<br />0.94
<br />0.94
<br />Percent Heavy Veh, %
<br />2
<br />1
<br />4
<br />1
<br />2
<br />3
<br />Cap, veh/h
<br />438
<br />394
<br />2013
<br />916
<br />95
<br />2360
<br />Arrive On Green
<br />0.25
<br />0.25
<br />0.58
<br />0.58
<br />0.11
<br />1.00
<br />Sat Flow, veh/h
<br />1774
<br />1599
<br />3563
<br />1580
<br />1774
<br />3597
<br />Grp Volume(v), veh/h
<br />65
<br />74
<br />1372
<br />80
<br />74
<br />1576
<br />Grp Sat Flow(s),veh/h/lnl774
<br />1599
<br />1736
<br />1580
<br />1774
<br />1752
<br />Q Serve(g_s), s
<br />2.9
<br />3.7
<br />27.5
<br />2.2
<br />4.1
<br />0.0
<br />Cycle Q Clear(g_c), s
<br />2.9
<br />3.7
<br />27.5
<br />2.2
<br />4.1
<br />0.0
<br />Prop In Lane
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />Lane Grp Cap(c), veh/h
<br />438
<br />394
<br />2013
<br />916
<br />95
<br />2360
<br />VIC Ratio(X)
<br />0.15
<br />0.19
<br />0.68
<br />0.09
<br />0.78
<br />0.67
<br />Avail Cap(c a), veh/h
<br />438
<br />394
<br />2013
<br />916
<br />195
<br />2559
<br />HCM Platoon Ratio
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />2.00
<br />2.00
<br />Upstream Filler(I)
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />Uniform Delay (d), s/veh 29.5
<br />29.8
<br />14.6
<br />9.3
<br />44.1
<br />0.0
<br />Incr Delay (d2), s/veh
<br />0.7
<br />1.1
<br />1.9
<br />0.2
<br />13.0
<br />0.6
<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 />%ile BackOfQ(50 % ),veh/lnl
<br />.5
<br />3.7
<br />13.5
<br />1.0
<br />2.3
<br />0.2
<br />LnGrp Delay(d),s/veh
<br />30.2
<br />30.8
<br />16.5
<br />9.5
<br />57.1
<br />0.6
<br />LnGrp LOS
<br />C
<br />C
<br />B
<br />A
<br />E
<br />A
<br />Approach Vol, veh/h
<br />139
<br />1452
<br />1650
<br />Approach Delay, s/veh
<br />30.5
<br />16.1
<br />3.1
<br />Approach LOS
<br />C
<br />B
<br />A
<br />Assigned Phs
<br />4
<br />6
<br />7
<br />8
<br />Phs Duration (G+Y+Rc), s
<br />71.3
<br />28.7
<br />9.3
<br />62.0
<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 />73.0
<br />19.0
<br />11.0
<br />58.0
<br />Max Q Clear Time (g_c+ll), s
<br />2.0
<br />5.7
<br />6.1
<br />29.5
<br />Green Ext Time (p -c), s
<br />52.2
<br />0.3
<br />0.1
<br />24.9
<br />Intersection Summary
<br />1476
<br />69
<br />63
<br />1335
<br />HCM 2010 Ctrl Delay
<br />10.1
<br />16
<br />8
<br />18
<br />HCM 2010 LOS
<br />4
<br />Initial Q (Qb), veh
<br />0
<br />0
<br />EI Camino Real Corridor Plan Synchro 8 Report
<br />AM Peak Hour Existing Conditions W -Trans
<br />Assigned Phs
<br />1<
<br />t
<br />I
<br />rA
<br />\
<br />i
<br />Movement -NBL
<br />8.6
<br />WBR
<br />NBT
<br />NBR
<br />SBL
<br />SBT
<br />Lane Configurations
<br />)
<br />r
<br />TT
<br />r
<br />)
<br />Tt
<br />Traffic Volume (veh/h)
<br />92
<br />78
<br />1476
<br />69
<br />63
<br />1335
<br />Future Volume (veh/h)
<br />92
<br />78
<br />1476
<br />69
<br />63
<br />1335
<br />Number
<br />1
<br />16
<br />8
<br />18
<br />7
<br />4
<br />Initial Q (Qb), veh
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />Ped -Bike Adj(A_pbT)
<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 />Adj Sat Flow, veh/h/In
<br />1900
<br />1900
<br />1881
<br />1900
<br />1900
<br />1863
<br />Adj Flow Rate, veh/h
<br />94
<br />80
<br />1506
<br />70
<br />64
<br />1362
<br />Adj No. of Lanes
<br />1
<br />1
<br />2
<br />1
<br />1
<br />2
<br />Peak Hour Factor
<br />0.98
<br />0.98
<br />0.98
<br />0.98
<br />0.98
<br />0.98
<br />Percent Heavy Veh, %
<br />0
<br />0
<br />1
<br />0
<br />0
<br />2
<br />Cap, veh/h
<br />290
<br />258
<br />2410
<br />1084
<br />83
<br />2690
<br />Arrive On Green
<br />0.16
<br />0.16
<br />1.00
<br />1.00
<br />0.06
<br />1.00
<br />Sat Flow, veh/h
<br />1810
<br />1615
<br />3668
<br />1608
<br />1810
<br />3632
<br />Grp Volume(v), veh/h
<br />94
<br />80
<br />1506
<br />70
<br />64
<br />1362
<br />Grp Sat Flow(s),veh/h/lnl810
<br />1615
<br />1787
<br />1608
<br />1810
<br />1770
<br />Q Serve(g_s), s
<br />4.6
<br />4.4
<br />0.0
<br />0.0
<br />3.5
<br />0.0
<br />Cycle Q Clear(g_c), s
<br />4.6
<br />4.4
<br />0.0
<br />0.0
<br />3.5
<br />0.0
<br />Prop In Lane
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />Lane Grp Cap(c), veh/h
<br />290
<br />258
<br />2410
<br />1084
<br />83
<br />2690
<br />VIC Ratio(X)
<br />0.32
<br />0.31
<br />0.62
<br />0.06
<br />0.77
<br />0.51
<br />Avail Cap(c a), veh/h
<br />290
<br />258
<br />2410
<br />1084
<br />163
<br />2690
<br />HCM Platoon Ratio
<br />1.00
<br />1.00
<br />2.00
<br />2.00
<br />1.33
<br />1.33
<br />Upstream Filler(I)
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />Uniform Delay (d), s/veh 37.2
<br />37.1
<br />0.0
<br />0.0
<br />46.4
<br />0.0
<br />Incr Delay (d2), s/veh
<br />3.0
<br />3.1
<br />1.2
<br />0.1
<br />14.0
<br />0.7
<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 />%ile BackOfQ(50 % ),veh/Ir2.5
<br />4.3
<br />0.4
<br />0.0
<br />2.1
<br />0.3
<br />LnGrp Delay(d),s/veh
<br />40.2
<br />40.2
<br />1.2
<br />0.1
<br />60.4
<br />0.7
<br />LnGrp LOS
<br />D
<br />D
<br />A
<br />A
<br />E
<br />A
<br />Approach Vol, veh/h
<br />174
<br />1576
<br />1426
<br />Approach Delay, s/veh
<br />40.2
<br />1.2
<br />3.4
<br />Approach LOS
<br />D
<br />A
<br />A
<br />Assigned Phs
<br />4
<br />6
<br />7
<br />8
<br />Phs Duration (G+Y+Rc), s
<br />80.0
<br />20.0
<br />8.6
<br />71.4
<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 />76.0
<br />16.0
<br />9.0
<br />63.0
<br />Max Q Clear Time (g_c+ll ), s
<br />2.0
<br />6.6
<br />5.5
<br />2.0
<br />Green Ext Time (p -c), s
<br />51.6
<br />0.3
<br />0.0
<br />45.0
<br />Intersection Summary
<br />HCM 2010 Ctrl Delay
<br />4.3
<br />HCM 2010 LOS
<br />A
<br />EI Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing Conditions Synchro 9 Report
<br />W -Trans Page 7
<br />(D
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