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HCM 2010 Signalized Intersection Summary
<br />6: EI Camino Real & Roosevelt Ave 9/1812017
<br />BR NBL NBT NBR SBL SBT SBR SWL SWR ad
<br />Lane Configurations
<br />)
<br />r
<br />)
<br />rt
<br />r
<br />) t+
<br />j+
<br />Traffic Volume (veh/h) 173
<br />0
<br />264
<br />143
<br />1099
<br />0
<br />3 1362
<br />34 0 0
<br />Future Volume (veh/h) 173
<br />0
<br />264
<br />143
<br />1099
<br />0
<br />3 1362
<br />34 0 0
<br />Number 7
<br />7
<br />14
<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 0
<br />0
<br />Ped -Bike Adj(A_pbT) 1.00
<br />1.00
<br />1.00
<br />1.00
<br />1863
<br />1.00
<br />1.00
<br />0.98
<br />Parking Bus, Adj 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 1863
<br />1863
<br />1863
<br />1863
<br />1863
<br />0
<br />1863 1863
<br />1863
<br />Adj Flow Rate, veh/h 184
<br />184
<br />281
<br />152
<br />1169
<br />0
<br />3 1449
<br />36
<br />Adj No. of Lanes 1
<br />1
<br />1
<br />1
<br />2
<br />0
<br />1 2
<br />1
<br />Peak Hour Factor 0.94
<br />0.92
<br />0.94
<br />0.94
<br />0.94
<br />0.92
<br />0.92 0.94
<br />0.94
<br />Percent Heavy Veh, % 2
<br />2
<br />2
<br />2
<br />2
<br />0
<br />2 2
<br />2
<br />Cap, veh/h 349
<br />349
<br />311
<br />181
<br />2408
<br />0
<br />6 2058
<br />902
<br />Arrive On Green 0.20
<br />0.20
<br />0.20
<br />0.20
<br />1.00
<br />0.00
<br />0.00 0.39
<br />0.39
<br />Sat Flow, veh/h 1774
<br />1774
<br />1583
<br />1774
<br />3632
<br />0
<br />1774 3539
<br />1552
<br />Grp Volume(v), veh/h 184
<br />184
<br />281
<br />152
<br />1169
<br />0
<br />3 1449
<br />36
<br />Grp Sat Flow(s),veh/h/lnl774
<br />1774
<br />1583
<br />1774
<br />1770
<br />0
<br />1774 1770
<br />1552
<br />Q Serve(g_s), s 9.3
<br />9.3
<br />17.3
<br />8.2
<br />0.0
<br />0.0
<br />0.2 34.4
<br />1.4
<br />Cycle Q Clear(g_c), s 9.3
<br />9.3
<br />17.3
<br />8.2
<br />0.0
<br />0.0
<br />0.2 34.4
<br />1.4
<br />Prop In Lane 1.00
<br />1.00
<br />1.00
<br />1.00
<br />2.6
<br />0.00
<br />1.00
<br />1.00
<br />Lane Grp Cap(c), veh/h 349
<br />349
<br />311
<br />181
<br />2408
<br />0
<br />6 2058
<br />902
<br />VIC Ratio(X) 0.53
<br />0.53
<br />0.90
<br />0.84
<br />0.49
<br />0.00
<br />0.53 0.70
<br />0.04
<br />Avail Cap(c a), veh/h 373
<br />373
<br />332
<br />248
<br />2408
<br />0
<br />71 2058
<br />902
<br />HCM Platoon Ratio 1.00
<br />1.00
<br />1.00
<br />2.00
<br />2.00
<br />1.00
<br />0.67 0.67
<br />0.67
<br />Upstream Filter(I) 1.00
<br />1.00
<br />1.00
<br />0.89
<br />0.89
<br />0.00
<br />1.00 1.00
<br />1.00
<br />Uniform Delay (d), s/veh 36.0
<br />36.0
<br />39.2
<br />39.0
<br />0.0
<br />0.0
<br />49.8 23.3
<br />13.2
<br />Incr Delay (d2), s/veh 1.2
<br />1.2
<br />25.7
<br />15.1
<br />0.6
<br />0.0
<br />60.0 2.0
<br />0.1
<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 0.0
<br />0.0
<br />%its BackOfQ(50%),veh/Ir4.7
<br />4.7
<br />16.2
<br />4.7
<br />0.2
<br />0.0
<br />0.2 17.3
<br />0.6
<br />LnGrp Delay(d),s/veh 37.3
<br />37.3
<br />64.9
<br />54.1
<br />0.6
<br />0.0
<br />109.8 25.3
<br />13.3
<br />LnGrp LOS D
<br />D
<br />E
<br />D
<br />A
<br />F C
<br />B
<br />Approach Vol, veh/h 465
<br />465
<br />1321
<br />1488
<br />Approach Delay, s/veh 54.0
<br />54.0
<br />6.8
<br />25.2
<br />Approach LOS D
<br />D
<br />A
<br />C
<br />5
<br />Assigned Phs 1
<br />2
<br />4
<br />5
<br />6
<br />Phs Duration (G+Y+Rc), 94.3
<br />72.0
<br />23.7
<br />14.2
<br />62.1
<br />Change Period (Y+Rc), s 4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />Max Green Setting (Gma)4,,.B
<br />63.0
<br />21.0
<br />14.0
<br />53.0
<br />Max Q Clear Time (g_c+l p,l
<br />2.0
<br />19.3
<br />10.2
<br />36.4
<br />Green Ext Time (p -c), s 0.0
<br />39.8
<br />0.3
<br />0.1
<br />14.4
<br />Intersection Si
<br />HCM 2010 Ctrl Delay
<br />21.9
<br />HCM 2010 LOS
<br />EI Camino Real Corridor Plan Synchro 8 Report
<br />AM Peak Hour Existing Conditions W -Trans
<br />HCM 2010 Signalized Intersection Summary
<br />6: EI Camino Real & Roosevelt Ave
<br />-'* -,* *\ T L!1
<br />EBL �[NBT SBU SBT SBR
<br />Lane Configurations
<br />)
<br />r
<br />) rt
<br />A t+
<br />r
<br />Traffic Volume (veh/h)
<br />137
<br />168
<br />213 1382
<br />14 1218
<br />100
<br />Future Volume (veh/h)
<br />137
<br />168
<br />213 1382
<br />14 1218
<br />100
<br />Number
<br />7
<br />14
<br />5 2
<br />6
<br />16
<br />Initial Q (Qb), veh
<br />0
<br />0
<br />0 0
<br />0
<br />0
<br />Ped -Bike Adj(A_pbT)
<br />1.00
<br />1.00
<br />1.00
<br />34.9
<br />0.92
<br />Parking Bus, Adj
<br />1.00
<br />1.00
<br />1.00 1.00
<br />1.00
<br />1.00
<br />Adj Sat Flow, veh/h/In
<br />1863
<br />1863
<br />1863 1863
<br />1863
<br />1863
<br />Adj Flow Rate, veh/h
<br />140
<br />171
<br />217 1410
<br />1243
<br />102
<br />Adj No. of Lanes
<br />1
<br />1
<br />1 2
<br />2
<br />1
<br />Peak Hour Factor
<br />0.98
<br />0.98
<br />0.98 0.98
<br />0.98
<br />0.98
<br />Percent Heavy Veh, %
<br />2
<br />2
<br />2 2
<br />2
<br />2
<br />Cap, veh/h
<br />230
<br />205
<br />248 2797
<br />2161
<br />890
<br />Arrive On Green
<br />0.13
<br />0.13
<br />0.28 1.00
<br />1.00
<br />1.00
<br />Sat Flow, veh/h
<br />1774
<br />1583
<br />1774 3632
<br />3632
<br />1458
<br />Grp Volume(v), veh/h
<br />140
<br />171
<br />217 1410
<br />1243
<br />102
<br />Grp Sat Flow(s),veh/h/lnl774
<br />1583
<br />1774 1770
<br />1770
<br />1458
<br />Q Serve(g_s), s
<br />7.5
<br />10.5
<br />11.7 0.0
<br />0.0
<br />0.0
<br />Cycle Q Clear(g_c), s
<br />7.5
<br />10.5
<br />11.7 0.0
<br />0.0
<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 />230
<br />205
<br />248 2797
<br />2161
<br />890
<br />VIC Ratio(X)
<br />0.61
<br />0.83
<br />0.88 0.50
<br />0.58
<br />0.11
<br />Avail Cap(c a), veh/h
<br />302
<br />269
<br />373 2797
<br />2161
<br />890
<br />HCM Platoon Ratio
<br />1.00
<br />1.00
<br />2.00 2.00
<br />2.00
<br />2.00
<br />Upstream Filter(I)
<br />1.00
<br />1.00
<br />0.85 0.85
<br />1.00
<br />1.00
<br />Uniform Delay (d), s/veh 41.1
<br />42.5
<br />35.2 0.0
<br />0.0
<br />0.0
<br />Incr Delay (d2), s/veh
<br />2.6
<br />15.6
<br />12.2 0.6
<br />1.1
<br />0.3
<br />Initial Q Delay(d3),s/veh
<br />0.0
<br />0.0
<br />0.0 0.0
<br />0.0
<br />0.0
<br />%ile BackOfQ(50 % ),veh/Ir8.8
<br />9.7
<br />6.5 0.2
<br />0.3
<br />0.1
<br />LnGrp Delay(d),s/veh
<br />43.7
<br />58.0
<br />47.4 0.6
<br />1.1
<br />0.3
<br />LnGrp LOS
<br />D
<br />E
<br />D A
<br />A
<br />A
<br />Approach Vol, vehlh
<br />311
<br />1627
<br />1345
<br />Approach Delay, s/veh
<br />51.6
<br />6.8
<br />1.1
<br />Approach LOS
<br />D
<br />A
<br />A
<br />9118/2017 r
<br />EI Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing Conditions Synchro 9 Report
<br />W -Trans Page 8
<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 />83.0
<br />17.0
<br />18.0
<br />65.1
<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 />67.0
<br />17.0
<br />21.0
<br />50.0
<br />Max Q Clear Time (g_c+ll ), s
<br />2.0
<br />12.5
<br />13.7
<br />2.0
<br />Green Ext Time (p -c), s
<br />42.9
<br />0.4
<br />0.3
<br />34.9
<br />Intersection Summary
<br />HCM 2010 Ctrl Delay
<br />8.7
<br />HCM 2010 LOS
<br />EI Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing Conditions Synchro 9 Report
<br />W -Trans Page 8
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