|
HCM 2010 Signalized Intersection Summary
<br />5: EI Camino Real & Maple St
<br />9/15/2017
<br />1<
<br />t
<br />I
<br />rA
<br />\
<br />i
<br />Traffic Volume (veh/h) 92
<br />Movement i WBL
<br />WBR
<br />NBT
<br />NBR
<br />SBL
<br />SBT
<br />63 1335
<br />Lane Configurations )
<br />r
<br />fT.
<br />7 4
<br />)
<br />t+
<br />0
<br />Traffic Volume (veh/h) 61
<br />70
<br />1290
<br />75
<br />70
<br />1481
<br />1.00 1.00
<br />Future Volume (veh/h) 61
<br />70
<br />1290
<br />75
<br />70
<br />1481
<br />Adj Flow Rate, veh/h 94
<br />Number 1
<br />16
<br />8
<br />18
<br />7
<br />4
<br />1 2
<br />Initial Q (Qb), veh 0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />1
<br />Ped -Bike Adj(A_pbT) 1.00
<br />1.00
<br />264 2325
<br />0.99
<br />1.00
<br />Arrive On Green 0.16
<br />0.16 1.00
<br />Parking Bus, Adj 1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />Grp Volume(v), veh/h 94
<br />Adj Sat Flow, veh/h/In 1863
<br />1881
<br />1830
<br />1900
<br />1863
<br />1845
<br />1810 1770
<br />Adj Flow Rate, veh/h 65
<br />74
<br />1372
<br />80
<br />74
<br />1576
<br />0.0
<br />Adj No. of Lanes 1
<br />1
<br />2
<br />0
<br />1
<br />2
<br />264 1195
<br />Peak Hour Factor 0.94
<br />0.94
<br />0.94
<br />0.94
<br />0.94
<br />0.94
<br />Avail Cap(c a), veh/h 295
<br />Percent Heavy Veh, % 2
<br />1
<br />4
<br />4
<br />2
<br />3
<br />1.00 1.00
<br />Cap, veh/h 302
<br />272
<br />2165
<br />126
<br />95
<br />2610
<br />0.0
<br />Arrive On Green 0.17
<br />0.17
<br />1.00
<br />1.00
<br />0.11
<br />1.00
<br />0.0 0.0
<br />Sat Flow, veh/h 1774
<br />1599
<br />3429
<br />194
<br />1774
<br />3597
<br />LnGrp Delay(d),s/veh 39.0
<br />Grp Volume(v), veh/h 65
<br />74
<br />713
<br />739
<br />74
<br />1576
<br />E A
<br />Grp Sat Flow(s),veh/h/lnl774
<br />1599
<br />1738
<br />1793
<br />1774
<br />1752
<br />Q Serve(g_s), s 3.0
<br />3.8
<br />0.0
<br />0.0
<br />3.8
<br />0.0
<br />Cycle Q Clear(g_c), s 3.0
<br />3.8
<br />0.0
<br />0.0
<br />3.8
<br />0.0
<br />Prop In Lane 1.00
<br />1.00
<br />0.11
<br />1.00
<br />Lane Grp Cap(c), veh/h 302
<br />272
<br />1128
<br />1163
<br />95
<br />2610
<br />VIC Ratio(X) 0.22
<br />0.27
<br />0.63
<br />0.64
<br />0.78
<br />0.60
<br />Avail Cap(c a), veh/h 302
<br />272
<br />1128
<br />1163
<br />170
<br />2610
<br />HCM Platoon Ratio 1.00
<br />1.00
<br />2.00
<br />2.00
<br />2.00
<br />2.00
<br />Upstream Filler(I) 1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />Uniform Delay (d), s/veh 33.6
<br />33.9
<br />0.0
<br />0.0
<br />41.5
<br />0.0
<br />Incr Delay (d2), s/veh 1.6
<br />2.5
<br />2.7
<br />2.7
<br />13.1
<br />1.0
<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 />%ile BackOfQ(50 % ),veh/lnl .6
<br />3.7
<br />0.8
<br />0.9
<br />2.2
<br />0.4
<br />LnGrp Delay(d),s/veh 35.2
<br />36.4
<br />2.7
<br />2.7
<br />54.5
<br />1.0
<br />LnGrp LOS D
<br />D
<br />A
<br />A
<br />D
<br />A
<br />Approach Vol, veh/h 139
<br />1452
<br />1650
<br />Approach Delay, s/veh 35.8
<br />2.7
<br />3.4
<br />Approach LOS D
<br />A
<br />A
<br />Time
<br />Assigned Phs
<br />4
<br />6
<br />7 8
<br />Phs Duration (G+Y+Rc), s
<br />74.0
<br />20.0
<br />9.0 65.0
<br />Change Period (Y+Rc), s
<br />4.0
<br />4.0
<br />4.0 4.0
<br />Max Green Setting (Gmax), s
<br />70.0
<br />16.0
<br />9.0 57.0
<br />Max Q Clear Time (g_c+ll), s
<br />2.0
<br />5.8
<br />5.8 2.0
<br />Green Ext Time (p -c), s
<br />50.1
<br />0.3
<br />0.0 42.8
<br />Intersection Summary
<br />HCM 2010 Ctrl Delay
<br />4.5
<br />HCM 2010 LOS
<br />A
<br />tD
<br />HCM 2010 Signalized Intersection Summary W
<br />5: EI Camino Real & Maple St 9/15/201 ,
<br />� t T I' �► 1 �
<br />Movement �BL WBR NBT NBR
<br />SBL SBT �
<br />Lane Configurations )
<br />r fT.
<br />8
<br />) t+ Ul
<br />Traffic Volume (veh/h) 92
<br />78 1476
<br />69
<br />63 1335 Ul
<br />Future Volume (veh/h) 92
<br />78 1476
<br />69
<br />63 1335
<br />Number 1
<br />16 8
<br />18
<br />7 4
<br />Initial Q (Qb), veh 0
<br />0 0
<br />0
<br />0 0
<br />Ped -Bike Adj(A_pbT) 1.00
<br />1.00
<br />1.00
<br />1.00
<br />Parking Bus, Adj 1.00
<br />1.00 1.00
<br />1.00
<br />1.00 1.00
<br />Adj Sat Flow, veh/h/In 1900
<br />1900 1882
<br />1900
<br />1900 1863
<br />Adj Flow Rate, veh/h 94
<br />80 1506
<br />70
<br />64 1362
<br />Adj No. of Lanes 1
<br />1 2
<br />0
<br />1 2
<br />Peak Hour Factor 0.98
<br />0.98 0.98
<br />0.98
<br />0.98 0.98
<br />Percent Heavy Veh, % 0
<br />0 1
<br />1
<br />0 2
<br />Cap, veh/h 295
<br />264 2325
<br />108
<br />83 2672
<br />Arrive On Green 0.16
<br />0.16 1.00
<br />1.00
<br />0.05 0.76
<br />Sat Flow, veh/h 1810
<br />1615 3573
<br />161
<br />1810 3632
<br />Grp Volume(v), veh/h 94
<br />80 772
<br />804
<br />64 1362
<br />Grp Sat Flow(s),veh/h/lnl810
<br />1615 1788
<br />1853
<br />1810 1770
<br />Q Serve(g_s), s 4.5
<br />4.3 0.0
<br />0.0
<br />3.4 15.0
<br />Cycle Q Clear(g_c), s 4.5
<br />4.3 0.0
<br />0.0
<br />3.4 15.0
<br />Prop In Lane 1.00
<br />1.00
<br />0.09
<br />1.00
<br />Lane Grp Cap(c), veh/h 295
<br />264 1195
<br />1238
<br />83 2672
<br />VIC Ratio(X) 0.32
<br />0.30 0.65
<br />0.65
<br />0.77 0.51
<br />Avail Cap(c a), veh/h 295
<br />264 1195
<br />1238
<br />166 2672
<br />HCM Platoon Ratio 1.00
<br />1.00 2.00
<br />2.00
<br />1.00 1.00
<br />Upstream Filler(I) 1.00
<br />1.00 1.00
<br />1.00
<br />1.00 1.00
<br />Uniform Delay (d), s/veh 36.2
<br />36.1 0.0
<br />0.0
<br />46.2 4.8
<br />Incr Delay (d2), s/veh 2.8
<br />2.9 2.7
<br />2.7
<br />13.8 0.7
<br />Initial Q Delay(d3),s/veh 0.0
<br />0.0 0.0
<br />0.0
<br />0.0 0.0
<br />%ile BackOfQ(50 % ),veh/Ir2.5
<br />4.2 0.9
<br />0.9
<br />2.0 7.4
<br />LnGrp Delay(d),s/veh 39.0
<br />39.0 2.7
<br />2.7
<br />60.0 5.5
<br />LnGrp LOS D
<br />D A
<br />A
<br />E A
<br />Approach Vol, veh/h 174
<br />1576
<br />1426
<br />Approach Delay, s/veh 39.0
<br />2.7
<br />7.9
<br />Approach LOS D
<br />A
<br />A
<br />Assigned Phs
<br />4
<br />6
<br />7
<br />8
<br />Phs Duration (G+Y+Rc), s
<br />78.0
<br />20.0
<br />8.5
<br />69.5
<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 />74.0
<br />16.0
<br />9.0
<br />61.0
<br />Max Q Clear Time (g_c+ll ), s
<br />17.0
<br />6.5
<br />5.4
<br />2.0
<br />Green Ext Time (p -c), s
<br />42.4
<br />0.3
<br />0.0
<br />43.5
<br />Intersection Summary
<br />HCM 2010 Ctrl Delay
<br />7.0
<br />HCM 2010 LOS
<br />A
<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
<br />
|