|
HCM 2010 Signalized Intersection Summary HCM 2010 Signalized Intersection Summary
<br />6: EI Camino Real & Roosevelt Ave 9/1512017 6: EI Camino Real & Roosevelt Ave 9/1512017
<br />-A-,* *\ T I*1 -/ -'* -,* *\ T I*1 -/
<br />�T SBU SBT SBR EBL �[NBT SBU SBT SBR
<br />Lane Configurations )
<br />r
<br />) rt
<br />A
<br />ti.
<br />Lane Configurations )
<br />r
<br />) rt
<br />A
<br />ti.
<br />Traffic Volume (veh/h) 173
<br />264
<br />143 1099
<br />3
<br />1362
<br />34
<br />Traffic Volume (veh/h) 137
<br />168
<br />213 1382
<br />14
<br />1218
<br />100
<br />Future Volume (veh/h) 173
<br />264
<br />143 1099
<br />3
<br />1362
<br />34
<br />Future Volume (veh/h) 137
<br />168
<br />213 1382
<br />14
<br />1218
<br />100
<br />Number 7
<br />14
<br />5 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 0
<br />0
<br />0
<br />Initial Q (Qb), veh 0
<br />0
<br />0 0
<br />0
<br />0
<br />Ped -Bike Adj(A_pbT) 1.00
<br />1.00
<br />1.00
<br />0.98
<br />Ped -Bike Adj(A_pbT) 1.00
<br />1.00
<br />1.00
<br />0.92
<br />Parking Bus, Adj 1.00
<br />1.00
<br />1.00 1.00
<br />1.00
<br />1.00
<br />Parking Bus, Adj 1.00
<br />1.00
<br />1.00 1.00
<br />1.00
<br />1.00
<br />Adj Sat Flow, veh/h/In 1863
<br />1863
<br />1863 1863
<br />1863
<br />1900
<br />Adj Sat Flow, veh/h/In 1863
<br />1863
<br />1863 1863
<br />1863
<br />1900
<br />Adj Flow Rate, veh/h 184
<br />281
<br />152 1169
<br />1449
<br />36
<br />Adj Flow Rate, veh/h 140
<br />171
<br />217 1410
<br />1243
<br />102
<br />Adj No. of Lanes 1
<br />1
<br />1 2
<br />2
<br />0
<br />Adj No. of Lanes 1
<br />1
<br />1 2
<br />2
<br />0
<br />Peak Hour Factor 0.94
<br />0.94
<br />0.94 0.94
<br />0.94
<br />0.94
<br />Peak Hour Factor 0.98
<br />0.98
<br />0.98 0.98
<br />0.98
<br />0.98
<br />Percent Heavy Veh, % 2
<br />2
<br />2 2
<br />2
<br />2
<br />Percent Heavy Veh, % 2
<br />2
<br />2 2
<br />2
<br />2
<br />Cap, veh/h 351
<br />313
<br />182 2538
<br />2017
<br />50
<br />Cap, veh/h 231
<br />206
<br />248 2790
<br />1998
<br />163
<br />Arrive On Green 0.20
<br />0.20
<br />0.21 1.00
<br />1.00
<br />1.00
<br />Arrive On Green 0.13
<br />0.13
<br />0.28 1.00
<br />1.00
<br />1.00
<br />Sat Flow, veh/h 1774
<br />1583
<br />1774 3632
<br />3620
<br />88
<br />Sat Flow, veh/h 1774
<br />1583
<br />1774 3632
<br />3382
<br />269
<br />Grp Volume(v), veh/h 184
<br />281
<br />152 1169
<br />726
<br />759
<br />Grp Volume(v), veh/h 140
<br />171
<br />217 1410
<br />667
<br />678
<br />Grp Sat Flow(s),veh/h/lnl774
<br />1583
<br />1774 1770
<br />1770
<br />1845
<br />Grp Sat Flow(s),veh/h/lnl774
<br />1583
<br />1774 1770
<br />1770
<br />1788
<br />Q Serve(g_s), s 8.7
<br />16.3
<br />7.7 0.0
<br />0.0
<br />0.0
<br />Q Serve(g_s), s 7.3
<br />10.3
<br />11.4 0.0
<br />0.0
<br />0.0
<br />Cycle Q Clear(g_c), s 8.7
<br />16.3
<br />7.7 0.0
<br />0.0
<br />0.0
<br />Cycle Q Clear(g_c), s 7.3
<br />10.3
<br />11.4 0.0
<br />0.0
<br />0.0
<br />Prop In Lane 1.00
<br />1.00
<br />1.00
<br />0.05
<br />Prop In Lane 1.00
<br />1.00
<br />1.00
<br />0.15
<br />Lane Grp Cap(c), veh/h 351
<br />313
<br />182 2538
<br />1012
<br />1055
<br />Lane Grp Cap(c), veh/h 231
<br />206
<br />248 2790
<br />1075
<br />1086
<br />VIC Ratio(X) 0.52
<br />0.90
<br />0.83 0.46
<br />0.72
<br />0.72
<br />VIC Ratio(X) 0.61
<br />0.83
<br />0.87 0.51
<br />0.62
<br />0.62
<br />Avail Cap(c a), veh/h 377
<br />337
<br />245 2538
<br />1012
<br />1055
<br />Avail Cap(c a), veh/h 308
<br />275
<br />362 2790
<br />1075
<br />1086
<br />HCM Platoon Ratio 1.00
<br />1.00
<br />2.00 2.00
<br />2.00
<br />2.00
<br />HCM Platoon Ratio 1.00
<br />1.00
<br />2.00 2.00
<br />2.00
<br />2.00
<br />Upstream Filter(I) 1.00
<br />1.00
<br />0.89 0.89
<br />1.00
<br />1.00
<br />Upstream Filter(I) 1.00
<br />1.00
<br />0.85 0.85
<br />1.00
<br />1.00
<br />Uniform Delay (d), s/veh 33.7
<br />36.8
<br />36.6 0.0
<br />0.0
<br />0.0
<br />Uniform Delay (d), s/veh 40.2
<br />41.6
<br />34.5 0.0
<br />0.0
<br />0.0
<br />Incr Delay (d2), s/veh 1.2
<br />24.3
<br />15.0 0.5
<br />4.4
<br />4.2
<br />Incr Delay (d2), s/veh 2.6
<br />14.6
<br />12.9 0.6
<br />2.7
<br />2.7
<br />Initial Q Delay(d3),s/veh 0.0
<br />0.0
<br />0.0 0.0
<br />0.0
<br />0.0
<br />Initial Q Delay(d3),s/veh 0.0
<br />0.0
<br />0.0 0.0
<br />0.0
<br />0.0
<br />%its BackOfQ(50%),veh/Ir4.4
<br />15.3
<br />4.5 0.2
<br />1.2
<br />1.2
<br />%ile BackOfQ(50%),veh/Ir8.7
<br />9.5
<br />6.4 0.2
<br />0.8
<br />0.8
<br />LnGrp Delay(d),s/veh 35.0
<br />61.1
<br />51.6 0.5
<br />4.4
<br />4.2
<br />LnGrp Delay(d),s/veh 42.8
<br />56.2
<br />47.4 0.6
<br />2.7
<br />2.7
<br />LnGrp LOS C
<br />E
<br />D A
<br />A
<br />A
<br />LnGrp LOS D
<br />E
<br />D A
<br />A
<br />A
<br />Approach Vol, veh/h 465
<br />1321
<br />1485
<br />Approach Vol, veh/h 311
<br />1627
<br />1345
<br />Approach Delay, s/veh 50.7
<br />6.4
<br />4.3
<br />Approach Delay, s/veh 50.1
<br />6.8
<br />2.7
<br />Approach LOS D
<br />A
<br />A
<br />Approach LOS D
<br />A
<br />A
<br />4
<br />5
<br />6
<br />4
<br />5
<br />6
<br />Assigned Phs
<br />2
<br />4
<br />5
<br />6
<br />Assigned Phs
<br />2
<br />4
<br />5
<br />6
<br />Phs Duration (G+Y+Rc), s
<br />71.4
<br />22.6
<br />13.6
<br />57.8
<br />Phs Duration (G+Y+Rc), s
<br />81.2
<br />16.8
<br />17.7
<br />63.5
<br />Change Period (Y+Rc), s
<br />4.0
<br />4.0
<br />4.0
<br />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 />58.0
<br />20.0
<br />13.0
<br />49.0
<br />Max Green Setting (Gmax), s
<br />73.0
<br />17.0
<br />20.0
<br />49.0
<br />Max Q Clear Time (g_c+ll), s
<br />2.0
<br />18.3
<br />9.7
<br />2.0
<br />Max Q Clear Time
<br />Green Ext Time (p -c), s
<br />36.7
<br />0.3
<br />0.1
<br />32.7
<br />Green Ext Time (p -c), s
<br />45.0
<br />0.4
<br />0.3
<br />34.2
<br />Intersection Summary
<br />Intersection Summary
<br />HCM 2010 Ctrl Delay
<br />11.8
<br />HCM 2010 Ctrl Delay
<br />9.2
<br />HCM 2010 LOS
<br />HCM 2010 LOS
<br />EI Camino Real Corridor Plan Synchro 9 Report
<br />AM Peak Hour Existing Conditions Preferred Alternative W -Trans
<br />00
<br />EI Camino Real Corridor Plan Synchro 9 Report W
<br />PM Peak Hour Existing Conditions Preferred Alternative W -Trans
<br />(D
<br />
|