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<br />n ti� IBC VISION PLAN 2o18 TRAFFIC STUDY UPDATE -
<br />ALTERNATIVES ANALYSIS
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<br />Final
<br />RAMP BUILDOUT CUMULATIVE WITH
<br />UPDATE
<br />INTERCHANGE
<br />RAMP TYPE
<br />SB Off
<br />CAPACITY
<br />1
<br />AM PEAK
<br />500 979
<br />HOUR PM PEAK
<br />0.65 C 1,323
<br />HOUR
<br />0.88
<br />D
<br />AM PEAK HOUR
<br />980 0.65 C
<br />PM PEAK HOUR
<br />1,349 0.9
<br />NB Off
<br />1
<br />500 1,243
<br />0.83 D 1,021
<br />0.68
<br />C
<br />1,207
<br />0.80
<br />D
<br />1,020
<br />0.68
<br />C
<br />SB Off
<br />1
<br />500 1,741
<br />1.16 1,470
<br />0.98
<br />1,750
<br />1.17
<br />1,498
<br />1.00
<br />Paularino Ave
<br />NB On
<br />1
<br />1,000 1,570
<br />1.74 1,210
<br />1.34
<br />1,561
<br />1.73
<br />1,220
<br />1.36
<br />SB On Direct
<br />1
<br />1,000 1,000
<br />0.67 C 839
<br />0.56
<br />C
<br />990
<br />0.66
<br />C
<br />837
<br />0.56
<br />C
<br />SB On Loop
<br />1
<br />1,000 200
<br />0.22 A 738
<br />0.82
<br />D
<br />210
<br />0.23
<br />A
<br />747
<br />0.83
<br />D
<br />SB Off
<br />2
<br />500 1,981
<br />0.88 D 1,018
<br />0.45
<br />B
<br />1,992
<br />0.89
<br />D
<br />1,018
<br />0.45
<br />B
<br />MacArthur Blvd
<br />NB On Loop
<br />1
<br />1,000 770
<br />0.51 C 625
<br />0.42
<br />B
<br />770
<br />0.51
<br />C
<br />627
<br />0.42
<br />B
<br />NB On Direct
<br />1
<br />1,000 310
<br />0.34 B 977
<br />1.09
<br />300
<br />0.33
<br />B
<br />961
<br />1.07
<br />E
<br />NB Off
<br />2
<br />500 1,704
<br />0.76 D 1,161
<br />0.52
<br />C
<br />1,732
<br />0.77
<br />D
<br />1,180
<br />0.52
<br />C
<br />SB On
<br />1
<br />1,000 960
<br />0.64 C 1,249
<br />0.83
<br />D
<br />950
<br />0.63
<br />C
<br />1,255
<br />0.84
<br />D
<br />Ln
<br />SB Off Loop
<br />1
<br />500 852
<br />0.57 C 570
<br />0.38
<br />B
<br />809
<br />0.54
<br />C
<br />570
<br />0.38
<br />B
<br />v°C,
<br />Dyer Rd
<br />SB Off to Grand
<br />1
<br />500 830
<br />0.55 C 499
<br />0.33
<br />B
<br />881
<br />0.59
<br />C
<br />500
<br />0.33
<br />B
<br />NB On Direct
<br />1
<br />1,000 430
<br />0.29 A 1,190
<br />0.79
<br />D
<br />430
<br />0.29
<br />A
<br />1,190
<br />0.79
<br />D
<br />NB On Loop
<br />1
<br />1,000 640
<br />0.71 C 680
<br />0.76
<br />D
<br />640
<br />0.71
<br />C
<br />680
<br />0.76
<br />D
<br />NB Off
<br />1
<br />500 1,445
<br />0.96 M 475
<br />0.32
<br />B
<br />1,445
<br />0.96
<br />475
<br />0.32
<br />B
<br />SB On
<br />1
<br />1,000 1,022
<br />0.68 C 936
<br />0.62
<br />C
<br />1,014
<br />0.68
<br />C
<br />936
<br />0.62
<br />C
<br />Edinger Ave
<br />SB Off
<br />1
<br />500 1,120
<br />0.75 D 1 580
<br />0.39
<br />B
<br />1,119
<br />0.75
<br />D
<br />580
<br />0.39
<br />B
<br />NB On
<br />1
<br />1,000 957
<br />0.64 C 1,459
<br />0.97
<br />=
<br />961
<br />0.64
<br />C
<br />1,459
<br />0.97
<br />NB Off
<br />1
<br />500 834
<br />0.56 C 625
<br />0.42
<br />B
<br />824
<br />0.55
<br />C
<br />635
<br />0.42
<br />B
<br />SB On
<br />1
<br />1,000 634
<br />0.42 B 594
<br />0.40
<br />B
<br />614
<br />0.41
<br />B
<br />609
<br />0.41
<br />B
<br />SB Off
<br />2
<br />500 602
<br />0.27 A 955
<br />0.42
<br />B
<br />601
<br />0.27
<br />A
<br />958
<br />0.43
<br />B
<br />McFadden Ave
<br />NB On
<br />1
<br />1,000 1,199
<br />0.80 D 1,558
<br />1.04
<br />1,215
<br />0.81
<br />D
<br />1,566
<br />1.04
<br />NB Off
<br />1
<br />500 520
<br />0.35 B 770
<br />0.51
<br />C
<br />519
<br />0.35
<br />B
<br />767
<br />0.51
<br />C
<br />SB On
<br />1
<br />1,000 150
<br />0.10 A 360
<br />0.24
<br />A
<br />150
<br />0.10
<br />A
<br />360
<br />0.24
<br />A
<br />Bison Ave
<br />SB Off
<br />1
<br />500 1,015
<br />0.68 C 482
<br />0.32
<br />B
<br />1,015
<br />0.68
<br />C
<br />479
<br />0.32
<br />B
<br />NB On
<br />1
<br />1,000 463
<br />0.31 B 1,201
<br />0.80
<br />D
<br />454
<br />0.30
<br />A
<br />1,201
<br />0.80
<br />D
<br />SB On
<br />1
<br />1,000 218
<br />0.15 A 1,208
<br />0.81
<br />D
<br />219
<br />0.15
<br />A
<br />1,212
<br />0.81
<br />D
<br />SB Off
<br />1
<br />500 1,371
<br />0.91 n 1,403
<br />0.94
<br />1,377
<br />0.92
<br />1,403
<br />0.94
<br />MacArthur Blvd
<br />NB On s/o University Dr
<br />1
<br />1,000 723
<br />0.48 B 1,203
<br />0.80
<br />D
<br />744
<br />0.50
<br />B
<br />1,194
<br />0.80
<br />D
<br />NB On n/o University Dr
<br />1
<br />1,000 1,012
<br />0.67 C 1,858
<br />1.24
<br />991
<br />0.66
<br />C
<br />1,866
<br />1.24
<br />University Dr
<br />SB Off
<br />1
<br />500 1,180
<br />0.79 D 820
<br />0.55
<br />C
<br />1,190
<br />0.79
<br />D
<br />820
<br />0.55
<br />C
<br />SB On
<br />1
<br />1,000 476
<br />0.32 B 950
<br />0.63
<br />C
<br />474
<br />0.32
<br />B
<br />950
<br />0.63
<br />C
<br />,,n
<br />Jamboree Rd
<br />SB Off
<br />2
<br />500 1,399
<br />0.62 C 837
<br />0.37
<br />B
<br />1,403
<br />0.62
<br />C
<br />821
<br />0.36
<br />B
<br />NB On
<br />1
<br />1,000 1,092
<br />0.73 D 1,991
<br />1.33
<br />1,087
<br />0.72
<br />D
<br />1,985
<br />1.32
<br />Birch St
<br />NB Off
<br />1
<br />500 1,832
<br />1.22 1,563
<br />1 1.04
<br />1,827
<br />1.22
<br />1
<br />1,567
<br />1.04
<br />Campus Dr
<br />SB Off
<br />2
<br />500 2,339
<br />1.04 1,553
<br />0.69
<br />C
<br />2,342
<br />1.04
<br />1,571
<br />0.70
<br />C
<br />NB On
<br />1
<br />1,000 999
<br />0.67 C 3,298
<br />2.20
<br />999
<br />0.67
<br />C
<br />3,281
<br />2.19
<br />SB On
<br />1
<br />1,000 830
<br />0.55 C 740
<br />0.49
<br />B
<br />830
<br />0.55
<br />c
<br />740
<br />0.49
<br />B
<br />SR-73 at Bear
<br />SB Off
<br />1
<br />500 390
<br />0.26 A 391
<br />0.26
<br />A
<br />400
<br />0.27
<br />A
<br />390
<br />0.26
<br />A
<br />NB Off
<br />1
<br />500 724
<br />0.48 B 1,582
<br />1.05
<br />724
<br />250
<br />0.48
<br />0.17
<br />B
<br />A
<br />1,586
<br />470
<br />1.06
<br />0.31
<br />B
<br />NB On
<br />1
<br />1,000 250
<br />0.17 A 501
<br />0.33
<br />B
<br />ti
<br />Jamboree Rd
<br />SB On
<br />2
<br />1,000 1,215
<br />0.40 B 1,329
<br />0.44
<br />B
<br />1,217
<br />0.41
<br />B
<br />1,301
<br />0.43
<br />B
<br />NB Off
<br />2
<br />250 559
<br />0.25 A 1,386
<br />0.62
<br />C
<br />556
<br />0.25
<br />A
<br />1,388
<br />0.62
<br />C
<br />,o
<br />N
<br />NB On
<br />1
<br />1,000 358
<br />0.24 A 1,176
<br />0.78
<br />D
<br />359
<br />0.24
<br />A
<br />1,172
<br />0.78
<br />D
<br />Walnut Ave
<br />SB Off
<br />1
<br />500 1,034
<br />0.69 C 529
<br />0.35
<br />1 B
<br />1,041
<br />0.69
<br />C
<br />528
<br />0.35
<br />B
<br />Note:
<br />1HCM2010 limits Ramp HCM Density calculations with freeway lanes to 5 or less. HCM density was adjusted to include freeway lanes of 5 or
<br />more lanes.
<br />''� .•X• ........ Iteris, Inc. 179
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