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-4 of JR�
<br />n ti� IBC VISION PLAN 2o18 TRAFFIC STUDY UPDATE -
<br />ALTERNATIVES ANALYSIS
<br />k,ww�
<br />Final
<br />Table 3.5 - Alternative 2 Peak Hour Freeway Ramp LOS
<br />RAMP BUILDOUT CUMULATIVE WITH
<br />UPDATE
<br />INTERCHANGE
<br />RAMP TYPE
<br />SB On Direct
<br />CAPACITY
<br />0
<br />1
<br />AM PEAK
<br />1,000 335
<br />HOUR PM PEAK
<br />0.37 B 559
<br />HOUR.HOUR
<br />0.62
<br />C
<br />334 0.37
<br />B
<br />559
<br />0.62 C
<br />SB On Loop
<br />1
<br />1,000 597
<br />0.66 C 300
<br />0.33
<br />B
<br />595
<br />0.66
<br />C
<br />300
<br />0.33
<br />B
<br />SB Off
<br />2
<br />500 841
<br />0.37 B 1,811
<br />0.80
<br />D
<br />840
<br />0.37
<br />B
<br />1,811
<br />0.80
<br />D
<br />Culver Dr
<br />NB On Loop
<br />2
<br />1,000 750
<br />0.50 B 480
<br />0.32
<br />B
<br />750
<br />0.50
<br />B
<br />480
<br />0.32
<br />B
<br />NB On Direct
<br />1
<br />1,000 653
<br />0.73 D 175
<br />0.19
<br />A
<br />652
<br />0.72
<br />D
<br />175
<br />0.19
<br />A
<br />NB Off
<br />1
<br />1 500 504
<br />1 0.34 1 B 763
<br />0.51
<br />C
<br />509
<br />0.34
<br />B
<br />767
<br />1 0.51
<br />1 C
<br />SB On Direct
<br />2
<br />1,000 401
<br />0.27 A 1,420
<br />0.95
<br />E
<br />401
<br />0.27
<br />A
<br />1,420
<br />0.95
<br />E
<br />SB On Loop
<br />2
<br />1,000 862
<br />0.57 C 440
<br />0.29
<br />A
<br />852
<br />0.57
<br />C
<br />440
<br />0.29
<br />A
<br />SB Off
<br />2
<br />500 1,160
<br />0.39 B 1,324
<br />0.44
<br />B
<br />1,160
<br />0.39
<br />B
<br />1,322
<br />0.44
<br />B
<br />Jamboree Rd
<br />NB On Loop
<br />2
<br />1,000 570
<br />0.53 C 570
<br />0.53
<br />C
<br />580
<br />0.54
<br />C
<br />570
<br />0.53
<br />C
<br />NB On Direct
<br />2
<br />1,000 480
<br />0.44 B 300
<br />0.28
<br />A
<br />480
<br />0.44
<br />B
<br />300
<br />0.28
<br />A
<br />-
<br />NB Off
<br />1
<br />500 1,693
<br />1.13 1,444
<br />0.96
<br />1,693
<br />1.13
<br />1,444
<br />0.96
<br />SB On
<br />2
<br />1,000 690
<br />0.46 B 770
<br />0.51
<br />C
<br />690
<br />0.46
<br />B
<br />760
<br />0.51
<br />C
<br />NB On
<br />3
<br />1,000 1,090
<br />0.61 C 970
<br />0.54
<br />C
<br />1,090
<br />0.61
<br />C
<br />970
<br />0.54
<br />C
<br />Tustin Ranch Rd
<br />NB Off
<br />1
<br />500 698
<br />0.47 B 562
<br />0.37
<br />B
<br />696
<br />0.46
<br />B
<br />554
<br />0.37
<br />B
<br />SB Off
<br />2
<br />500 1,072
<br />0.48 B 1,024
<br />0.46
<br />B
<br />1,072
<br />0.48
<br />B
<br />1,021
<br />0.45
<br />B
<br />SB On
<br />2
<br />1,000 892
<br />0.59 C 1,040
<br />0.69
<br />C
<br />892
<br />0.59
<br />C
<br />1,040
<br />0.69
<br />C
<br />Red Hill Ave
<br />NB On
<br />2
<br />1,000 813
<br />1 0.54 C 767
<br />0.51
<br />C
<br />813
<br />0.54
<br />C
<br />768
<br />0.51
<br />C
<br />NB Off
<br />1
<br />500 840
<br />0.56 C 1,010
<br />0.67
<br />C
<br />840
<br />0.56
<br />C
<br />1,020
<br />0.68
<br />C
<br />SB Off
<br />1
<br />500 500
<br />0.33 B 503
<br />0.34
<br />B
<br />500
<br />0.33
<br />B
<br />492
<br />0.33
<br />B
<br />Newport Blvd
<br />SB Off
<br />1
<br />500 760
<br />0.51 C 901
<br />0.60
<br />C
<br />770
<br />0.51
<br />C
<br />901
<br />0.60
<br />C
<br />NB On
<br />2
<br />1,000 930
<br />0.62 C 870
<br />0.58
<br />C
<br />930
<br />0.62
<br />C
<br />870
<br />0.58
<br />C
<br />SB On Direct
<br />1
<br />1,000 570
<br />0.38 B 1,240
<br />0.83
<br />D
<br />570
<br />0.38
<br />B
<br />1,242
<br />0.83
<br />D
<br />SB On Loop
<br />1
<br />1,000 430
<br />0.48 B 400
<br />0.44
<br />B
<br />430
<br />0.48
<br />B
<br />400
<br />0.44
<br />B
<br />SB Off
<br />2
<br />500 1,089
<br />0.36 B 1,505
<br />0.50
<br />B
<br />1,087
<br />0.36
<br />B
<br />1,507
<br />0.5
<br />B
<br />Culver Dr
<br />NB On Loop
<br />1
<br />1,000 740
<br />0.49 B 290
<br />0.19
<br />A
<br />740
<br />0.49
<br />B
<br />290
<br />0.19
<br />A
<br />NB On Direct
<br />1
<br />1,000 1,250
<br />0.83 D 430
<br />0.29
<br />A
<br />1,250
<br />0.83
<br />D
<br />430
<br />0.29
<br />A
<br />NB Off
<br />2
<br />500 1,228
<br />0.55 C 1,431
<br />0.64
<br />C
<br />1,228
<br />0.55
<br />C
<br />1,437
<br />0.64
<br />C
<br />SB On Direct
<br />2
<br />1,000 811
<br />0.45 B 1,560
<br />0.87
<br />D
<br />810
<br />0.45
<br />B
<br />1,562
<br />0.87
<br />D
<br />SB On Loop
<br />1
<br />1,000 365
<br />0.24 A 700
<br />0.47
<br />B
<br />365
<br />0.24
<br />A
<br />701
<br />0.47
<br />B
<br />SB Off
<br />2
<br />500 2,688
<br />1.19 2,091
<br />0.93
<br />2,690
<br />1.20
<br />2,111
<br />0.94
<br />Ln
<br />Jamboree Rd
<br />NB On Loop
<br />1
<br />1,000 640
<br />0.43 B 630
<br />0.42
<br />B
<br />640
<br />0.43
<br />B
<br />630
<br />0.42
<br />B
<br />a
<br />NB On Direct
<br />2
<br />1,000 1,390
<br />0.77 D 970
<br />0.54
<br />C
<br />1,390
<br />0.77
<br />D
<br />970
<br />0.54
<br />C
<br />NB Off
<br />2
<br />500 2,659
<br />1.18 1,843
<br />0.82
<br />D
<br />2,663
<br />1.18
<br />1,843
<br />0.82
<br />D
<br />SB Direct On
<br />2
<br />1,000 620
<br />0.34 B 1,370
<br />0.76
<br />D
<br />620
<br />0.34
<br />B
<br />1,380
<br />0.77
<br />D
<br />SB Off
<br />2
<br />500 2,554
<br />1.14 1,135
<br />0.5
<br />B
<br />2,544
<br />1.13
<br />1,146
<br />0.51
<br />C
<br />MacArthur Blvd
<br />NB On
<br />1
<br />1,000 540
<br />0.36 B 1,250
<br />0.83
<br />D
<br />550
<br />0.37
<br />B
<br />1,270
<br />0.85
<br />D
<br />NB Off
<br />1
<br />500 2,600
<br />1.73 931
<br />0.62
<br />C
<br />2,601
<br />1.73
<br />932
<br />0.62
<br />C
<br />SB Loop On
<br />1
<br />1,000 1,112
<br />0.74 D 1,114
<br />0.74
<br />D
<br />1,104
<br />0.74
<br />D
<br />1,127
<br />0.75
<br />D
<br />Bristol St
<br />SB Off
<br />2
<br />500 993
<br />0.44 B 952
<br />0.42
<br />B
<br />993
<br />0.44
<br />B
<br />951
<br />0.42
<br />B
<br />NB On Loop
<br />1
<br />1,000 160
<br />0.18 A 230
<br />0.26
<br />A
<br />160
<br />0.18
<br />A
<br />230
<br />0.26
<br />A
<br />NB On Direct
<br />1
<br />1,000 672
<br />0.45 B 1,386
<br />0.92
<br />673
<br />0.45
<br />B
<br />1,430
<br />0.95
<br />31.5
<br />D
<br />NB Off
<br />1
<br />500 824
<br />0.55 C 2,058
<br />1.37
<br />824
<br />0.55
<br />C
<br />2,056
<br />1.37
<br />SB Direct On
<br />1
<br />1,000 516
<br />0.57 C 655
<br />0.73
<br />D
<br />517
<br />0.57
<br />C
<br />657
<br />0.73
<br />D
<br />SB Off
<br />2
<br />500 1,239
<br />0.55 C 2,084
<br />0.93
<br />1,254
<br />0.56
<br />C
<br />2,086
<br />0.93
<br />Victoria St
<br />NB Direct On
<br />1
<br />1,000 1,252
<br />0.83 D 1,143
<br />0.76
<br />D
<br />1,249
<br />0.83
<br />D
<br />1,141
<br />0.76
<br />D
<br />NB Off
<br />1
<br />500 676
<br />0.45 B 795
<br />0.53
<br />C
<br />651
<br />0.43
<br />B
<br />778
<br />0.52
<br />C
<br />cc
<br />SB Direct On
<br />1
<br />1,000 257
<br />0.29 A 332
<br />0.37
<br />B
<br />262
<br />0.29
<br />A
<br />331
<br />0.37
<br />B
<br />SB Off
<br />2
<br />500 1,138
<br />0.51 C 1,615
<br />0.72
<br />D
<br />1,152
<br />0.51
<br />C
<br />1,616
<br />0.72
<br />D
<br />Fair or
<br />NB Direct On
<br />1
<br />1,000 1,691
<br />1.13 = 1,971
<br />1.31
<br />1,679
<br />1.12
<br />1,981
<br />1.32
<br />NB Off
<br />1
<br />500 176
<br />0.12 A 146
<br />0.10
<br />A
<br />178
<br />0.12
<br />A
<br />146
<br />0.10
<br />A
<br />Baker St
<br />SB On
<br />1 1
<br />1 1,000 1 559
<br />1 0.37 1 B 1 1,150
<br />1 0.77
<br />1 D
<br />558
<br />1 0.37
<br />B
<br />1 1,1531
<br />0.77
<br />1 D
<br />Iteris, Inc. 178
<br />• • •.. .•.ham.
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