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<br />n ti� IBC VISION PLAN 2o18 TRAFFIC STUDY UPDATE -
<br />ALTERNATIVES ANALYSIS
<br />k'ww�
<br />Final
<br />..UPDATE
<br />FREEWAY
<br />LANES
<br />AM PEAK
<br />HOUR PM PEAK
<br />HOUR
<br />AM PEAK HOUR
<br />PM
<br />PEAK HOUR
<br />LOCATION
<br />NB
<br />4
<br />8,000
<br />•
<br />3,984
<br />0.66 C 3,424
<br />0.57 C
<br />4,044 0.67 C
<br />3,424
<br />0.57 C
<br />South of Victoria St
<br />SB
<br />3
<br />6,000
<br />3,187
<br />0.53 C 3,276
<br />0.55 C
<br />3,195
<br />0.53
<br />C
<br />3,278
<br />0.55
<br />C
<br />NB
<br />4
<br />8,000
<br />6,396
<br />0.80 D 4,867
<br />0.61 C
<br />6,425
<br />0.80
<br />D
<br />4,874
<br />0.61
<br />C
<br />Victoria St to Fair Dr
<br />SB
<br />3
<br />6,000
<br />5,006
<br />0.63 C 5,556
<br />0.69 C
<br />5,020
<br />0.63
<br />C
<br />5,553
<br />0.69
<br />C
<br />NB
<br />4
<br />8,000
<br />7,911
<br />0.99 6,210
<br />0.78 D
<br />7,927
<br />0.99
<br />6,225
<br />0.78
<br />D
<br />Fair Dr to SR-73
<br />SB
<br />4
<br />8,000
<br />5,887
<br />0.74 D 6,500
<br />0.81 D
<br />5,911
<br />0.74
<br />D
<br />6,498
<br />0.81
<br />D
<br />NB
<br />4
<br />8,000
<br />7,009
<br />0.88 D 6,143
<br />0.77 D
<br />7,045
<br />0.88
<br />D
<br />6,153
<br />0.77
<br />D
<br />SR-73 to Baker St
<br />SB
<br />4
<br />8,000
<br />6,818
<br />0.85 D 6,675
<br />0.83 D
<br />6,829
<br />0.85
<br />D
<br />6,678
<br />0.83
<br />D
<br />NB
<br />4
<br />8,000
<br />7,009
<br />0.88 1 D 1 6,143
<br />0.771 D
<br />1 7,045
<br />0.88
<br />1 D 1
<br />1 6,153
<br />0.77
<br />1 D
<br />Baker St to 1-405
<br />SB
<br />4
<br />8,000
<br />6,818
<br />0.85 D 6,675
<br />0.83 D
<br />6,829
<br />0.85
<br />D
<br />6,678
<br />0.83
<br />D
<br />Ln
<br />I-405 to MacArthur Blvd
<br />NB
<br />4
<br />8,000
<br />9,035
<br />0.75 D 9,220
<br />0.77 D
<br />9,058
<br />0.75
<br />D
<br />9,260
<br />0.77
<br />D
<br />SB
<br />4
<br />8,000
<br />10,674
<br />0.89 D 8,947
<br />0.75 D
<br />10,675
<br />0.89
<br />D
<br />8,951
<br />0.75
<br />D
<br />V'
<br />MacArthur Blvd to Dyer
<br />NB
<br />4
<br />8,000
<br />8,094
<br />0.81 D 9,387
<br />0.94
<br />8,085
<br />0.81
<br />D
<br />9,394
<br />0.94
<br />Rd
<br />SB
<br />4
<br />8,000
<br />10,668
<br />1.07 a 8,070
<br />0.81 D
<br />10,714
<br />1.07
<br />8,056
<br />0.81
<br />D
<br />NB
<br />4
<br />8,000
<br />8,198
<br />0.82 D 10,330
<br />1.03
<br />8,205
<br />0.82
<br />D
<br />10,319
<br />1.03
<br />Dyer Rd to Edinger Ave
<br />SB
<br />4
<br />8,000
<br />10,999
<br />1.37 7,674
<br />0.96
<br />10,952
<br />1.37
<br />7,662
<br />0.96
<br />Edinger Ave to
<br />NB
<br />5
<br />10,000
<br />8,431
<br />0.84 D 10,377
<br />1.04
<br />8,395
<br />0.84
<br />D
<br />10,374
<br />1.04
<br />McFadden St/ Sycamore
<br />Ave
<br />SB
<br />4
<br />8,000
<br />11,638
<br />1.16 8,118
<br />0.81 D
<br />11,581
<br />1.16
<br />8,103
<br />0.81
<br />D
<br />McFadden St/Sycamore
<br />NB
<br />5
<br />10,000
<br />9,110
<br />0.91 10,957
<br />1.10
<br />9,092
<br />0.91
<br />10,962
<br />1.10
<br />Ave to 1-5
<br />SB
<br />5
<br />10,000
<br />10,964
<br />1.10 7,971
<br />0.801 D
<br />10,950
<br />1.09
<br />7,943
<br />0.79
<br />D
<br />NB
<br />3
<br />6,000
<br />6,114
<br />0.61 C 7,829
<br />0.78 D
<br />6,164
<br />0.62
<br />C
<br />7,852
<br />0.79
<br />D
<br />North of 1-5
<br />SB
<br />3
<br />6,000
<br />8,447
<br />0.84 D 5,777
<br />0.58 C
<br />8,426
<br />0.84
<br />D
<br />5,796
<br />0.58
<br />C
<br />MacArthur Blvd to
<br />NB
<br />3
<br />6,000
<br />8,333
<br />1.04 6,857
<br />0.86 D
<br />8,362
<br />1.05
<br />6,835
<br />0.85
<br />D
<br />University or
<br />SB
<br />4
<br />8,000
<br />7,461
<br />0.93 7,575
<br />0.95
<br />7,461
<br />0.93
<br />7,572
<br />0.95
<br />University Dr to
<br />NB
<br />3
<br />6,000
<br />7,563
<br />0.95 5,730
<br />0.72 D
<br />7,588
<br />0.95
<br />5,707
<br />0.71
<br />C
<br />Jamboree Rd
<br />SB
<br />3
<br />6,000
<br />5,583
<br />0.70 C 6,072
<br />0.76 D
<br />5,582
<br />0.70
<br />C
<br />6,068
<br />0.76
<br />D
<br />NB
<br />4
<br />8,000
<br />9,667
<br />1.21 8,562
<br />1.07
<br />9,666
<br />1.21
<br />8,541
<br />1.07
<br />Jamboree Rd to Birch St
<br />SB
<br />3
<br />6,000
<br />6,891
<br />0.86 D 7,095
<br />0.89 D
<br />6,895
<br />0.86
<br />D
<br />7,092
<br />0.89
<br />D
<br />n
<br />NB
<br />4
<br />8,000
<br />7,835
<br />0.98 7,412
<br />0.93
<br />7,840
<br />0.98
<br />7,388
<br />0.92
<br />14.
<br />Birch St to Campus Dr
<br />SB
<br />4
<br />8,000
<br />8,291
<br />1.04 7,711
<br />0.96
<br />8,298
<br />1.04
<br />7,696
<br />0.96
<br />NB
<br />4
<br />8,000
<br />8,834
<br />1.10 9,839
<br />1.23
<br />8,839
<br />1.10
<br />9,802
<br />1.23
<br />Campus Dr to SR-55
<br />SB
<br />4
<br />8,000
<br />10,630
<br />1.33 8,854
<br />1.11
<br />10,640
<br />1.33
<br />8,852
<br />1.11
<br />NB
<br />3
<br />6,000
<br />6,459
<br />0.81 D 7,218
<br />0.90
<br />6,462
<br />0.81
<br />D
<br />7,195
<br />0.90
<br />SR-55 to Bear St
<br />SB
<br />3
<br />6,000
<br />7,194
<br />0.90 5,884
<br />0.741 D
<br />1 7,195
<br />0.90
<br />5,885
<br />0.74
<br />D
<br />NB
<br />3
<br />6,000
<br />5,505
<br />0.69 C 6,174
<br />0.77 D
<br />5,510
<br />0.69
<br />c
<br />6,144
<br />0.77
<br />D
<br />Bear St to 1-405
<br />SB
<br />3
<br />6,000
<br />6,577
<br />0.82 D 5,126
<br />0.64 C
<br />6,620
<br />0.83
<br />D
<br />5,128
<br />0.64
<br />c
<br />r,
<br />NB
<br />2
<br />4,000
<br />922
<br />0.12 A 3,125
<br />0.39 B
<br />922
<br />0.12
<br />A
<br />3,115
<br />0.39
<br />B
<br />N
<br />SR-261 South of El
<br />Camino Real
<br />3,728
<br />0.93 1,295
<br />0.32 B
<br />3,730
<br />0.93
<br />1,292
<br />0.32
<br />B
<br />SB
<br />2
<br />4,000
<br />Note:
<br />*Impacted location. No HCM Analysis required for LOS F locations With Update impacts per performance criteria.
<br />3.6 Alternative z Peak Hour Freeway Ramp Analysis
<br />The ramp analysis methodology for Alternative 2 is consistent with that applied for Buildout Cumulative With
<br />Update. Table 3.5 displays the freeway ramp interchange, ramp type, number of lanes, peak hour capacity,
<br />.•X,� :•:;:t: ' ..:..::. ........ . Iteris, Inc. 176
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