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<br />IBC VISION PLAN 2018 TRAFFIC STUDY UPDATE –
<br />ALTERNATIVES ANALYSIS
<br />Final
<br />BUILDOUT CUMULATIVE WITH UPDATE
<br />AM PEAK HOUR PM PEAK HOUR
<br />ALTERNATIVE 2
<br />AM PEAK HOURFREEWAY LANES PM PEAK HOUR
<br />LOCATION
<br />NB
<br />SB
<br />NB
<br />SB
<br />NB
<br />SB
<br />NB
<br />SB
<br />NB
<br />SB
<br />NB
<br />SB
<br />4
<br />3
<br />4
<br />3
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />5
<br />8,000 3,984 0.66
<br />6,000 3,187 0.53
<br />8,000 6,396 0.80
<br />6,000 5,006 0.63
<br />8,000 7,911 0.99
<br />8,000 5,887 0.74
<br />8,000 7,009 0.88
<br />8,000 6,818 0.85
<br />8,000 7,009 0.88
<br />8,000 6,818 0.85
<br />8,000 9,035 0.75
<br />8,000 10,674 0.89
<br />8,000 8,094 0.81
<br />8,000 10,668 1.07
<br />8,000 8,198 0.82
<br />8,000 10,999 1.37
<br />10,000 8,431 0.84
<br />C
<br />C
<br />D
<br />C
<br />E
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />F
<br />3,424 0.57
<br />3,276 0.55
<br />4,867 0.61
<br />5,556 0.69
<br />6,210 0.78
<br />6,500 0.81
<br />6,143 0.77
<br />6,675 0.83
<br />6,143 0.77
<br />6,675 0.83
<br />9,220 0.77
<br />8,947 0.75
<br />9,387 0.94
<br />8,070 0.81
<br />10,330 1.03
<br />7,674 0.96
<br />10,377 1.04
<br />C 4,044 0.67 C
<br />C
<br />D
<br />C
<br />E
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />F
<br />3,424 0.57
<br />3,278 0.55
<br />C
<br />C
<br />C
<br />C
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />E
<br />South of Victoria St
<br />Victoria St to Fair Dr
<br />Fair Dr to SR-73
<br />C
<br />C
<br />C
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />D
<br />E
<br />3,195 0.53
<br />6,425 0.80
<br />5,020 0.63
<br />7,927 0.99
<br />5,911 0.74
<br />7,045 0.88
<br />6,829 0.85
<br />7,045 0.88
<br />6,829 0.85
<br />9,058 0.75
<br />10,675 0.89
<br />8,085 0.81
<br />10,714 1.07
<br />8,205 0.82
<br />10,952 1.37
<br />8,395 0.84
<br />4,874 0.61
<br />5,553 0.69
<br />6,225 0.78
<br />6,498 0.81
<br />6,153 0.77
<br />6,678 0.83
<br />6,153 0.77
<br />6,678 0.83
<br />9,260 0.77
<br />8,951 0.75
<br />9,394 0.94
<br />8,056 0.81
<br />10,319 1.03
<br />7,662 0.96
<br />10,374 1.04
<br />SR-73 to Baker St
<br />Baker St to I-405
<br />I-405 to MacArthur Blvd
<br />MacArthur Blvd to Dyer NB
<br />Rd SB
<br />NB
<br />SB
<br />D
<br />F
<br />E
<br />D
<br />F
<br />E
<br />D
<br />F
<br />D
<br />D
<br />F
<br />D
<br />Dyer Rd to Edinger Ave
<br />Edinger Ave to
<br />McFadden St/ Sycamore
<br />Ave
<br />NB F F
<br />SB 4 8,000 11,638 1.16 F 8,118 0.81 D 11,581 1.16 F 8,103 0.81 D
<br />McFadden St/Sycamore NB 5
<br />5
<br />3
<br />3
<br />3
<br />4
<br />3
<br />3
<br />4
<br />3
<br />4
<br />4
<br />4
<br />4
<br />3
<br />3
<br />3
<br />3
<br />10,000 9,110 0.91
<br />10,000 10,964 1.10
<br />6,000 6,114 0.61
<br />6,000 8,447 0.84
<br />6,000 8,333 1.04
<br />8,000 7,461 0.93
<br />6,000 7,563 0.95
<br />6,000 5,583 0.70
<br />8,000 9,667 1.21
<br />6,000 6,891 0.86
<br />8,000 7,835 0.98
<br />8,000 8,291 1.04
<br />8,000 8,834 1.10
<br />8,000 10,630 1.33
<br />6,000 6,459 0.81
<br />6,000 7,194 0.90
<br />6,000 5,505 0.69
<br />6,000 6,577 0.82
<br />E
<br />F
<br />C
<br />D
<br />F
<br />E
<br />E
<br />C
<br />F
<br />D
<br />E
<br />F
<br />F
<br />F
<br />D
<br />E
<br />C
<br />D
<br />10,957 1.10
<br />7,971 0.80
<br />7,829 0.78
<br />5,777 0.58
<br />6,857 0.86
<br />7,575 0.95
<br />5,730 0.72
<br />6,072 0.76
<br />8,562 1.07
<br />7,095 0.89
<br />7,412 0.93
<br />7,711 0.96
<br />9,839 1.23
<br />8,854 1.11
<br />7,218 0.90
<br />5,884 0.74
<br />6,174 0.77
<br />5,126 0.64
<br />F
<br />D
<br />D
<br />C
<br />D
<br />E
<br />D
<br />D
<br />F
<br />D
<br />E
<br />E
<br />F
<br />F
<br />9,092 0.91
<br />10,950 1.09
<br />6,164 0.62
<br />8,426 0.84
<br />8,362 1.05
<br />7,461 0.93
<br />7,588 0.95
<br />5,582 0.70
<br />9,666 1.21
<br />6,895 0.86
<br />7,840 0.98
<br />8,298 1.04
<br />8,839 1.10
<br />10,640 1.33
<br />6,462 0.81
<br />7,195 0.90
<br />5,510 0.69
<br />6,620 0.83
<br />E
<br />F
<br />C
<br />D
<br />F
<br />E
<br />E
<br />C
<br />F
<br />D
<br />E
<br />F
<br />F
<br />F
<br />D
<br />E
<br />C
<br />D
<br />10,962 1.10
<br />7,943 0.79
<br />7,852 0.79
<br />5,796 0.58
<br />6,835 0.85
<br />7,572 0.95
<br />5,707 0.71
<br />6,068 0.76
<br />8,541 1.07
<br />7,092 0.89
<br />7,388 0.92
<br />7,696 0.96
<br />9,802 1.23
<br />8,852 1.11
<br />7,195 0.90
<br />5,885 0.74
<br />6,144 0.77
<br />5,128 0.64
<br />F
<br />D
<br />D
<br />C
<br />D
<br />E
<br />C
<br />D
<br />F
<br />D
<br />E
<br />E
<br />F
<br />F
<br />Ave to I-5 SB
<br />NB
<br />SB
<br />NB
<br />SB
<br />NB
<br />SB
<br />NB
<br />SB
<br />NB
<br />SB
<br />NB
<br />SB
<br />NB
<br />SB
<br />NB
<br />SB
<br />North of I-5
<br />MacArthur Blvd to
<br />University Dr
<br />University Dr to
<br />Jamboree Rd
<br />Jamboree Rd to Birch St
<br />Birch St to Campus Dr
<br />Campus Dr to SR-55
<br />SR-55 to Bear St E E
<br />D
<br />D
<br />C
<br />D
<br />D
<br />CBear St to I-405
<br />NB 2 4,000 922 0.12 A 3,125 0.39
<br />1,295 0.32
<br />B
<br />B
<br />922 0.12 A 3,115 0.39
<br />1,292 0.32
<br />B
<br />B
<br />SR-261 South of El
<br />Camino Real 3,728 0.93 E 3,730 0.93 ESB24,000
<br />Note:
<br />*Impacted location. No HCM Analysis required for LOS F locations With Update impacts per performance criteria.
<br />3.6 Alternative 2 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 />Iteris, Inc. | 76
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<br />City Council 21 – 31 4/16/2024
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