|
HCM 2010 Signalized Intersection Summary
<br />2: EI Camino Real & Brewster Ave
<br />HCM 2010 Signalized Intersection Summary
<br />911812017 2: EI Camino Real & Brewster Ave
<br />Assigned Phs 1
<br />-A,z'r~4-
<br />4
<br />6
<br />8
<br />Phs Duration (G+Y+Rc), 52.3
<br />*\
<br />T
<br />/A.'►1
<br />23.7
<br />Change Period (Y+Rc), s 4.0
<br />-'
<br />BL
<br />EBT
<br />EBR
<br />WBL
<br />WBT
<br />WBR
<br />NBL
<br />NBT
<br />NBR
<br />SBL
<br />SBT
<br />SBR
<br />Lane Configurations
<br />)
<br />fT.
<br />2.7
<br />)
<br />tT.
<br />Intersection Si
<br />0
<br />j+
<br />►j
<br />t+
<br />j+
<br />Traffic Volume (veh/h)
<br />89
<br />342
<br />10
<br />66
<br />190
<br />37
<br />1
<br />1025
<br />132
<br />115
<br />1007
<br />105
<br />Future Volume (veh/h)
<br />89
<br />342
<br />10
<br />66
<br />190
<br />37
<br />1
<br />1025
<br />132
<br />115
<br />1007
<br />105
<br />Number
<br />7
<br />4
<br />14
<br />3
<br />8
<br />18
<br />5
<br />2
<br />12
<br />1
<br />6
<br />16
<br />Initial Q (Qb), veh
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />3
<br />0
<br />2
<br />1
<br />2
<br />Ped -Bike Adj(A_pbT)
<br />0.97
<br />0.94
<br />0.98
<br />0.94
<br />1.00
<br />0.98
<br />1.00
<br />0.97
<br />Parking Bus, Adj
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<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 />1882
<br />1900
<br />1743
<br />1869
<br />1900
<br />1900
<br />1793
<br />1863
<br />1863
<br />1827
<br />1900
<br />Adj Flow Rate, veh/h
<br />91
<br />349
<br />9
<br />67
<br />194
<br />30
<br />1
<br />1046
<br />123
<br />117
<br />1028
<br />89
<br />Adj No. of Lanes
<br />1
<br />2
<br />0
<br />1
<br />2
<br />0
<br />0
<br />2
<br />1
<br />1
<br />2
<br />1
<br />Peak Hour Factor
<br />0.98
<br />0.98
<br />0.98
<br />0.98
<br />0.98
<br />0.98
<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 />1
<br />1
<br />9
<br />2
<br />2
<br />6
<br />6
<br />2
<br />2
<br />4
<br />0
<br />Cap, veh/h
<br />233
<br />699
<br />18
<br />174
<br />602
<br />91
<br />36
<br />2002
<br />928
<br />153
<br />2511
<br />1134
<br />Arrive On Green
<br />0.20
<br />0.20
<br />0.20
<br />0.20
<br />0.20
<br />0.20
<br />1.00
<br />1.00
<br />1.00
<br />0.08
<br />0.72
<br />0.72
<br />Sat Flow, veh/h
<br />1142
<br />3554
<br />91
<br />939
<br />3062
<br />463
<br />0
<br />3341
<br />1548
<br />1774
<br />3471
<br />1567
<br />Grp Volume(v), veh/h
<br />91
<br />175
<br />183
<br />67
<br />111
<br />113
<br />561
<br />486
<br />123
<br />117
<br />1028
<br />89
<br />Grp Sat Flow(s),veh/h/lnl142
<br />919
<br />1788
<br />1858
<br />939
<br />1775
<br />1749
<br />1792
<br />1550
<br />1548
<br />1774
<br />1736
<br />1567
<br />Q Serve(g_s), s
<br />7.4
<br />8.7
<br />8.8
<br />6.8
<br />5.3
<br />5.6
<br />0.0
<br />0.0
<br />0.0
<br />6.5
<br />11.6
<br />1.7
<br />Cycle Q Clear(g_c), s
<br />13.0
<br />8.7
<br />8.8
<br />15.6
<br />5.3
<br />5.6
<br />0.0
<br />0.0
<br />0.0
<br />6.5
<br />11.6
<br />1.7
<br />Prop In Lane
<br />1.00
<br />0.05
<br />1.00
<br />0.26
<br />0.00
<br />1.00
<br />1.00
<br />1.00
<br />Lane Grp Cap(c), veh/h
<br />233
<br />352
<br />365
<br />174
<br />349
<br />344
<br />1109
<br />929
<br />928
<br />153
<br />2511
<br />1134
<br />VIC Ratio(X)
<br />0.39
<br />0.50
<br />0.50
<br />0.38
<br />0.32
<br />0.33
<br />0.51
<br />0.52
<br />0.13
<br />0.77
<br />0.41
<br />0.08
<br />Avail Cap(c a), veh/h
<br />271
<br />411
<br />427
<br />206
<br />408
<br />402
<br />1112
<br />931
<br />930
<br />248
<br />2511
<br />1134
<br />HCM Platoon Ratio
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />2.00
<br />2.00
<br />2.00
<br />1.00
<br />1.00
<br />1.00
<br />Upstream Filter(I)
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />0.85
<br />0.85
<br />0.85
<br />0.70
<br />0.70
<br />0.70
<br />Uniform Delay (d), s/veh 40.1
<br />35.8
<br />35.8
<br />42.7
<br />34.4
<br />34.5
<br />0.1
<br />0.0
<br />0.0
<br />44.9
<br />5.5
<br />4.1
<br />Incr Delay (d2), s/veh
<br />1.1
<br />1.1
<br />1.1
<br />1.4
<br />0.5
<br />0.6
<br />1.4
<br />1.8
<br />0.3
<br />5.5
<br />0.3
<br />0.1
<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 />0.0
<br />0.0
<br />0.0
<br />5.3
<br />0.0
<br />0.0
<br />%its BackOfQ(50%),veh/Ir2.4
<br />.3
<br />4.4
<br />4.6
<br />1.8
<br />2.7
<br />2.7
<br />0.7
<br />0.5
<br />0.1
<br />3.9
<br />5.6
<br />1.0
<br />LnGrp Delay(d),s/veh
<br />41.2
<br />36.9
<br />36.9
<br />44.1
<br />34.9
<br />35.1
<br />1.5
<br />1.8
<br />0.3
<br />55.7
<br />5.8
<br />4.3
<br />LnGrp LOS
<br />D
<br />D
<br />D
<br />D
<br />C
<br />D
<br />A
<br />A
<br />A
<br />E
<br />A
<br />A
<br />Approach Vol, vehlh
<br />449
<br />291
<br />1170
<br />1234
<br />Approach Delay, s/veh
<br />37.7
<br />37.1
<br />1.5
<br />10.4
<br />Approach LOS
<br />D
<br />D
<br />A
<br />B
<br />HCM 2010 Signalized Intersection Summary
<br />911812017 2: EI Camino Real & Brewster Ave
<br />Assigned Phs 1
<br />2
<br />4
<br />6
<br />8
<br />Phs Duration (G+Y+Rc), 52.3
<br />64.1
<br />23.7
<br />76.3
<br />23.7
<br />Change Period (Y+Rc), s 4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />Max Green Setting (GmaJ4.B
<br />51.0
<br />23.0
<br />69.0
<br />23.0
<br />Max Q Clear Time (g_c+l �,5;
<br />2.0
<br />15.0
<br />13.6
<br />17.6
<br />Green Ext Time (p -c), s 0.1
<br />25.2
<br />2.7
<br />26.6
<br />2.0
<br />Intersection Si
<br />0
<br />j+
<br />►j
<br />HCM 2010 Ctrl Delay
<br />j+
<br />13.5
<br />47
<br />97
<br />HCM 2010 LOS
<br />147
<br />339
<br />144
<br />1
<br />EI Camino Real Corridor Plan Synchro 8 Report
<br />AM Peak Hour Existing Conditions W -Trans
<br />9/18/2017 r
<br />Assigned Phs 1
<br />2
<br />4
<br />6
<br />8
<br />Phs Duration (G+Y+Rc), t,0.4
<br />64.9
<br />24.7
<br />75.3
<br />24.7
<br />Change Period (Y+Rc), s 4.0
<br />4.0
<br />BL
<br />EBT
<br />EBR
<br />WBL
<br />WBT
<br />WBR
<br />NBL
<br />NBT
<br />NBR
<br />SBL
<br />SBT
<br />SBR
<br />Lane Configurations
<br />)
<br />fT.
<br />0.3
<br />)
<br />tT.
<br />Intersection Sum
<br />0
<br />j+
<br />►j
<br />t+
<br />j+
<br />Traffic Volume (veh/h)
<br />47
<br />97
<br />25
<br />147
<br />339
<br />144
<br />1
<br />1375
<br />96
<br />89
<br />1144
<br />92
<br />Future Volume (veh/h)
<br />47
<br />97
<br />25
<br />147
<br />339
<br />144
<br />1
<br />1375
<br />96
<br />89
<br />1144
<br />92
<br />Number
<br />7
<br />4
<br />14
<br />3
<br />8
<br />18
<br />5
<br />2
<br />12
<br />1
<br />6
<br />16
<br />Initial Q (Qb), veh
<br />0
<br />0
<br />0
<br />2
<br />0
<br />0
<br />0
<br />10
<br />0
<br />0
<br />0
<br />0
<br />Ped -Bike Adj(A_pbT)
<br />0.99
<br />0.94
<br />0.97
<br />0.90
<br />1.00
<br />0.96
<br />1.00
<br />0.97
<br />Parking Bus, Adj
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<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 />1885
<br />1900
<br />1845
<br />1881
<br />1900
<br />1900
<br />1863
<br />1792
<br />1881
<br />1881
<br />1900
<br />Adj Flow Rate, veh/h
<br />47
<br />98
<br />13
<br />148
<br />342
<br />137
<br />1
<br />1389
<br />84
<br />90
<br />1156
<br />79
<br />Adj No. of Lanes
<br />1
<br />2
<br />0
<br />1
<br />2
<br />0
<br />0
<br />2
<br />1
<br />1
<br />2
<br />1
<br />Peak Hour Factor
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />0.99
<br />Percent Heavy Veh, %
<br />0
<br />1
<br />1
<br />3
<br />1
<br />1
<br />2
<br />2
<br />6
<br />1
<br />1
<br />0
<br />Cap, veh/h
<br />139
<br />656
<br />85
<br />295
<br />504
<br />196
<br />36
<br />2115
<br />895
<br />114
<br />2547
<br />1119
<br />Arrive On Green
<br />0.21
<br />0.21
<br />0.21
<br />0.21
<br />0.21
<br />0.21
<br />1.00
<br />1.00
<br />1.00
<br />0.13
<br />1.00
<br />1.00
<br />Sat Flow, veh/h
<br />919
<br />3162
<br />409
<br />1227
<br />2430
<br />945
<br />0
<br />3472
<br />1469
<br />1792
<br />3574
<br />1570
<br />Grp Volume(v), veh/h
<br />47
<br />54
<br />57
<br />148
<br />249
<br />230
<br />745
<br />645
<br />84
<br />90
<br />1156
<br />79
<br />Grp Sat Flow(s),veh/h/In
<br />919
<br />1791
<br />1781
<br />1227
<br />1787
<br />1587
<br />1862
<br />1610
<br />1469
<br />1792
<br />1787
<br />1570
<br />Q Serve(g_s), s
<br />5.0
<br />2.5
<br />2.6
<br />11.2
<br />12.8
<br />13.4
<br />0.0
<br />0.0
<br />0.0
<br />4.9
<br />0.0
<br />0.0
<br />Cycle Q Clear(g_c), s
<br />18.4
<br />2.5
<br />2.6
<br />13.8
<br />12.8
<br />13.4
<br />0.0
<br />0.0
<br />0.0
<br />4.9
<br />0.0
<br />0.0
<br />Prop In Lane
<br />1.00
<br />0.23
<br />1.00
<br />0.60
<br />0.00
<br />1.00
<br />1.00
<br />1.00
<br />Lane Grp Cap(c), veh/h
<br />139
<br />371
<br />369
<br />295
<br />371
<br />329
<br />1170
<br />981
<br />895
<br />114
<br />2547
<br />1119
<br />VIC Ratio(X)
<br />0.34
<br />0.15
<br />0.15
<br />0.50
<br />0.67
<br />0.70
<br />0.64
<br />0.66
<br />0.09
<br />0.79
<br />0.45
<br />0.07
<br />Avail Cap(c a), veh/h
<br />141
<br />376
<br />374
<br />298
<br />375
<br />333
<br />1170
<br />981
<br />895
<br />179
<br />2548
<br />1119
<br />HCM Platoon Ratio
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />2.00
<br />2.00
<br />2.00
<br />2.00
<br />2.00
<br />2.00
<br />Upstream Filter(I)
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />0.71
<br />0.71
<br />0.71
<br />0.70
<br />0.70
<br />0.70
<br />Uniform Delay (d), s/veh 45.3
<br />32.4
<br />32.4
<br />38.4
<br />36.5
<br />36.7
<br />0.0
<br />0.0
<br />0.0
<br />43.0
<br />0.0
<br />0.0
<br />Incr Delay (d2), s/veh
<br />1.4
<br />0.2
<br />0.2
<br />1.3
<br />4.5
<br />6.3
<br />1.9
<br />2.4
<br />0.1
<br />8.4
<br />0.4
<br />0.1
<br />Initial Q Delay(d3),s/veh
<br />0.0
<br />0.0
<br />0.0
<br />0.7
<br />0.0
<br />0.0
<br />0.4
<br />0.5
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />%ile BackOfQ(50 % ),veh/lnl
<br />.3
<br />1.2
<br />1.3
<br />4.2
<br />6.8
<br />6.5
<br />1.4
<br />0.8
<br />0.0
<br />2.7
<br />0.1
<br />0.0
<br />LnGrp Delay(d),s/veh
<br />46.7
<br />32.6
<br />32.6
<br />40.4
<br />41.0
<br />43.0
<br />2.3
<br />3.0
<br />0.1
<br />51.4
<br />0.4
<br />0.1
<br />LnGrp LOS
<br />D
<br />C
<br />C
<br />D
<br />D
<br />D
<br />A
<br />A
<br />A
<br />D
<br />A
<br />A
<br />Approach Vol, vehlh
<br />158
<br />627
<br />1474
<br />1325
<br />Approach Delay, s/veh
<br />36.8
<br />41.6
<br />2.5
<br />3.9
<br />Approach LOS
<br />D
<br />D
<br />A
<br />A
<br />9/18/2017 r
<br />Assigned Phs 1
<br />2
<br />4
<br />6
<br />8
<br />Phs Duration (G+Y+Rc), t,0.4
<br />64.9
<br />24.7
<br />75.3
<br />24.7
<br />Change Period (Y+Rc), s 4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />Max Green Setting (GmaJq.@
<br />57.0
<br />21.0
<br />71.0
<br />21.0
<br />Max Q Clear Time (g_c+IV,9;
<br />2.0
<br />20.4
<br />2.0
<br />15.8
<br />Green Ext Time (p -c), s 0.0
<br />35.6
<br />0.3
<br />40.7
<br />2.1
<br />Intersection Sum
<br />HCM 2010 Ctrl Delay
<br />11.3
<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 2
<br />
|