|
HCM 2010 Signalized Intersection Summary HCM 2010 Signalized Intersection Summary
<br />3: EI Camino Real & James Ave 9/16/2017 3: EI Camino Real & James Ave 9/16/2017
<br />-A,z'r~�*\ T �'►1 -'
<br />BL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
<br />Lane Configurations ) t r ) T. ) t+ ?I ►j t+ ?I
<br />Traffic Volume (veh/h) 108 87 153 42 59 57 208 1097 65 72 1069 105
<br />Future Volume (veh/h) 108 87 153 42 59 57 208 1097 65 72 1069 105
<br />Number 7 4 14 3 8 18 5 2 12 1 6 16
<br />Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
<br />Ped -Bike Adj(A_pbT) 0.87 0.83 0.91 0.77 1.00 0.90 1.00 0.85
<br />Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
<br />Adj Sat Flow, veh/h/In 1881 1863 1881 1508 1720 1900 1881 1827 1545 1681 1845 1900
<br />Adj Flow Rate, veh/h 111 90 155 43 61 52 214 1131 52 74 1102 99
<br />Adj No. of Lanes 1 1 1 1 1 0 1 2 1 1 2 1
<br />Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97
<br />Percent Heavy Veh, % 1 2 1 26 7 7 1 4 23 13 3 0
<br />Cap, veh/h 203 353 253 196 141 120 251 2198 748 91 1929 760
<br />Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.14 0.63 0.63 0.11 1.00 1.00
<br />Sat Flow, veh/h 1119 1863 1333 833 745 635 1792 3471 1181 1601 3505 1380
<br />Grp Volume(v), veh/h 111 90 155 43 0 113 214 1131 52 74 1102 99
<br />Grp Sat Flow(s),veh/h/lnl119 1863 1333 833 0 1380 1792 1736 1181 1601 1752 1380
<br />Q Serve(g_s), s 9.7 4.1 10.7 4.6 0.0 7.2 11.7 17.7 1.7 4.5 0.0 0.0
<br />Cycle Q Clear(g_c), s 16.9 4.1 10.7 8.7 0.0 7.2 11.7 17.7 1.7 4.5 0.0 0.0
<br />Prop In Lane 1.00 1.00 1.00 0.46 1.00 1.00 1.00 1.00
<br />Lane Grp Cap(c), veh/h 203 353 253 196 0 262 251 2198 748 91 1929 760
<br />VIC Ratio(X) 0.55 0.25 0.61 0.22 0.00 0.43 0.85 0.51 0.07 0.81 0.57 0.13
<br />Avail Cap(c a), veh/h 204 354 253 196 0 262 394 2198 748 160 1929 760
<br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00
<br />Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.65 0.65 0.65 0.92 0.92 0.92
<br />Uniform Delay (d), s/veh 43.2 34.5 37.2 38.2 0.0 35.8 42.0 10.0 7.0 43.8 0.0 0.0
<br />Incr Delay (d2), s/veh 3.0 0.4 4.3 0.6 0.0 1.1 7.0 0.6 0.1 14.2 1.1 0.3
<br />Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
<br />%its BackOfQ(50%),veh/Ir8.2 2.2 4.2 1.1 0.0 2.8 6.3 8.5 0.6 2.3 0.3 0.1
<br />LnGrp Delay(d),s/veh 46.2 34.9 41.5 38.8 0.0 36.9 49.0 10.5 7.2 57.9 1.1 0.3
<br />LnGrp LOS D C D D D D B A E A A
<br />Approach Vol, veh/h 356 156 1397 1275
<br />Approach Delay, s/veh 41.3 37.4 16.3 4.4
<br />Approach LOS D D B A
<br />5 6
<br />Assigned Phs 1 2 4 5 6 8
<br />Phs Duration (G+Y+Rc), s9.7 67.3 23.0 18.0 59.0 23.0
<br />Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
<br />Max Green Setting (GmakQ,.B 59.0 19.0 22.0 47.0 19.0
<br />Max Q Clear Time (g_c+IV,5; 19.7 18.9 13.7 2.0 10.7
<br />Green Ext Time (p -c), s 0.0 25.4 0.0 0.4 27.6 1.8
<br />Intersection Si
<br />HCM 2010 Ctrl Delay 15.3
<br />HCM 2010 LOS
<br />EI Camino Real Corridor Plan Synchro 8 Report
<br />AM Peak Hour Existing Conditions W -Trans
<br />00
<br />EI Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing Conditions Synchro 9 Report
<br />W -Trans Page 4
<br />(D
<br />N
<br />3
<br />4
<br />5
<br />Assigned Phs 1
<br />2
<br />4
<br />5
<br />6
<br />8
<br />Phs Duration (G+Y+Rc), t;3.1
<br />EBL
<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 />t
<br />r
<br />)
<br />T.
<br />2.0
<br />)
<br />t+
<br />?I
<br />►j
<br />t+
<br />?I
<br />Traffic Volume (veh/h)
<br />62
<br />47
<br />78
<br />113
<br />72
<br />97
<br />89
<br />1379
<br />46
<br />118
<br />1254
<br />75
<br />Future Volume (veh/h)
<br />62
<br />47
<br />78
<br />113
<br />72
<br />97
<br />89
<br />1379
<br />46
<br />118
<br />1254
<br />75
<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 />3
<br />0
<br />0
<br />0
<br />1
<br />0
<br />3
<br />6
<br />2
<br />4
<br />4
<br />1
<br />Ped -Bike Adj(A_pbT)
<br />0.96
<br />0.90
<br />0.94
<br />0.87
<br />1.00
<br />0.93
<br />1.00
<br />0.93
<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 />1827
<br />1900
<br />1696
<br />1795
<br />1900
<br />1900
<br />1881
<br />1557
<br />1776
<br />1881
<br />1900
<br />Adj Flow Rate, veh/h
<br />65
<br />49
<br />77
<br />119
<br />76
<br />100
<br />94
<br />1452
<br />35
<br />124
<br />1320
<br />73
<br />Adj No. of Lanes
<br />1
<br />1
<br />1
<br />1
<br />1
<br />0
<br />1
<br />2
<br />1
<br />1
<br />2
<br />1
<br />Peak Hour Factor
<br />0.95
<br />0.95
<br />0.95
<br />0.95
<br />0.95
<br />0.95
<br />0.95
<br />0.95
<br />0.95
<br />0.95
<br />0.95
<br />0.95
<br />Percent Heavy Veh, %
<br />0
<br />4
<br />0
<br />12
<br />3
<br />3
<br />0
<br />1
<br />22
<br />7
<br />1
<br />0
<br />Cap, veh/h
<br />72
<br />329
<br />261
<br />242
<br />148
<br />149
<br />128
<br />2171
<br />751
<br />165
<br />2264
<br />951
<br />Arrive On Green
<br />0.18
<br />0.18
<br />0.18
<br />0.18
<br />0.18
<br />0.18
<br />0.13
<br />1.00
<br />1.00
<br />0.06
<br />0.42
<br />0.42
<br />Sat Flow, veh/h
<br />1176
<br />1827
<br />1447
<br />1078
<br />647
<br />852
<br />1810
<br />3574
<br />1234
<br />1691
<br />3574
<br />1500
<br />Grp Volume(v), veh/h
<br />65
<br />49
<br />77
<br />119
<br />0
<br />176
<br />94
<br />1452
<br />35
<br />124
<br />1320
<br />73
<br />Grp Sat Flow(s),veh/h/lnl176
<br />1827
<br />1447
<br />1078
<br />0
<br />1499
<br />1810
<br />1787
<br />1234
<br />1691
<br />1787
<br />1500
<br />Q Serve(g_s), s
<br />5.4
<br />2.3
<br />4.6
<br />10.5
<br />0.0
<br />10.9
<br />5.0
<br />0.0
<br />0.0
<br />7.2
<br />28.2
<br />2.9
<br />Cycle Q Clear(g_c), s
<br />16.3
<br />2.3
<br />4.6
<br />12.7
<br />0.0
<br />10.9
<br />5.0
<br />0.0
<br />0.0
<br />7.2
<br />28.2
<br />2.9
<br />Prop In Lane
<br />1.00
<br />1.00
<br />1.00
<br />0.57
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />Lane Grp Cap(c), veh/h
<br />72
<br />329
<br />261
<br />242
<br />0
<br />271
<br />128
<br />2171
<br />751
<br />165
<br />2264
<br />951
<br />VIC Ratio(X)
<br />0.90
<br />0.15
<br />0.30
<br />0.49
<br />0.00
<br />0.65
<br />0.73
<br />0.67
<br />0.05
<br />0.75
<br />0.58
<br />0.08
<br />Avail Cap(c a), veh/h
<br />155
<br />329
<br />261
<br />242
<br />0
<br />270
<br />199
<br />2178
<br />752
<br />237
<br />2267
<br />952
<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 />0.67
<br />0.67
<br />0.67
<br />Upstream Filter(I)
<br />1.00
<br />1.00
<br />1.00
<br />1.00
<br />0.00
<br />1.00
<br />0.48
<br />0.48
<br />0.48
<br />0.88
<br />0.88
<br />0.88
<br />Uniform Delay (d), s/veh 50.0
<br />34.5
<br />35.5
<br />39.9
<br />0.0
<br />38.2
<br />42.3
<br />0.0
<br />0.0
<br />46.0
<br />18.9
<br />11.4
<br />Incr Delay (d2), s/veh
<br />29.8
<br />0.2
<br />0.6
<br />1.5
<br />0.0
<br />5.4
<br />3.8
<br />0.8
<br />0.1
<br />6.9
<br />1.0
<br />0.1
<br />Initial Q Delay(d3),s/veh106.3
<br />0.0
<br />0.0
<br />0.0
<br />0.0
<br />0.3
<br />14.8
<br />0.2
<br />0.1
<br />17.0
<br />0.1
<br />0.0
<br />%ile BackOfQ(50 % ),veh/Ir4.7
<br />1.2
<br />1.9
<br />3.2
<br />0.0
<br />5.0
<br />3.5
<br />0.3
<br />0.0
<br />4.9
<br />14.5
<br />1.4
<br />LnGrp Delay(d),s/veh 186.1
<br />34.8
<br />36.1
<br />41.5
<br />0.0
<br />43.9
<br />61.0
<br />1.0
<br />0.1
<br />70.0
<br />19.9
<br />11.6
<br />LnGrp LOS
<br />F
<br />C
<br />D
<br />D
<br />D
<br />E
<br />A
<br />A
<br />E
<br />B
<br />B
<br />Approach Vol, veh/h
<br />191
<br />295
<br />1581
<br />1517
<br />Approach Delay, s/veh
<br />86.8
<br />42.9
<br />4.5
<br />23.6
<br />Approach LOS
<br />F
<br />D
<br />A
<br />C
<br />00
<br />EI Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing Conditions Synchro 9 Report
<br />W -Trans Page 4
<br />(D
<br />N
<br />3
<br />4
<br />5
<br />Assigned Phs 1
<br />2
<br />4
<br />5
<br />6
<br />8
<br />Phs Duration (G+Y+Rc), t;3.1
<br />64.9
<br />22.0
<br />10.6
<br />67.4
<br />22.0
<br />Change Period (Y+Rc), s 4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />4.0
<br />Max Green Setting (GmaJ4.@
<br />56.0
<br />18.0
<br />11.0
<br />59.0
<br />18.0
<br />Max Q Clear Time (g_c+I1�,l
<br />2.0
<br />18.3
<br />7.0
<br />30.2
<br />14.7
<br />Green Ext Time (p -c), s 0.1
<br />39.9
<br />0.0
<br />0.1
<br />24.2
<br />0.8
<br />Intersection Si
<br />HCM 2010 Ctrl Delay
<br />20.1
<br />HCM 2010 LOS
<br />00
<br />EI Camino Real Corridor Plan 9/18/2017 PM Peak Hour Existing Conditions Synchro 9 Report
<br />W -Trans Page 4
<br />(D
<br />N
<br />
|