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<br /> Table 4.11-12 (continued)
<br /> Comparison of 2025 Link-Level Peak-Hour Level of Service
<br /> MHMP Buildout- 2025 Buildout With Project 2025 Buildout With Project with
<br /> Road Location Dir.a Hourly Dir. Time of 6-Lanes on 1-205(EIR) without 1.205/Lammers Interchange
<br /> Lanes Capacity Day Lammers Interchange
<br /> Volume V/C b LOS Volume V/C b LOS Volume V/C b LOS
<br /> East of Mountain A.M. 1,250 0.83 D 2,161 0.95 C 2,256 0.99 C
<br /> 15. Grant Line Road House Parkway 2 2,280 P.M. 1,630 1.12 F 2,281 1.00 D 2,308 1.01 F
<br /> 16. Grant Line Road East of Byron 2 1,780 A.M. 850 0.57 C 1,699 0.95 D 1,313 0.74 C
<br /> (Existing) Road P.M. 1,300 0.87 D 1,591 0.89 D 1,383 0.78 C
<br /> 17. Grant Line Road East of Byron 2 2,280 A.M. 1,090 0.73 C 1,996 0.88 C 1,785 0.78 B
<br /> (New) Road P.M. 1,100 0.74 C 2,020 0.89 C 1,818 0.80 C
<br /> 18. 11 th Street East of I-205 3 3,430 A.M. 1,470 0.82 D 3,099 0.90 C 2,603 0.76 B
<br /> P.M. 1,570 0.87 D 2,992 0.87 C 2,524 0.74 B
<br /> 19. 11 t Street East of Corral 3 2,670 A.M. 1,080 0.71 C 1,703 0.64 C 1,890 0.71 C
<br /> A Hollow P.M. 1,230 0.82 D 1,829 0.69 C 1,957 0.73 C
<br /> 20. 11th Street West of Tracy 2 1,780 A.M. 1,100 0.73 C 1,675 0.94 D 1,823 1.02 F
<br /> A Boulevard P.M. 1,260 0.84 D 1,761 0.99 D 1,845 1.04 F
<br /> 21. Tracy Boulevard North of I Ith 2 1,780 A.M. 730 0.4 C 430 0.24 C 526 0.30 C
<br /> Street P.M. 910 0.52 C 782 0.44 C 607 0.34 C
<br /> North of A.M. 400 0.44 B 394 0.35 B 400 0.35 B
<br /> 22. Tracy Boulevard 140
<br /> Lammers Road 1 1, P.M. 630 0.7 C 475 0.42 B 406 0.36 B
<br /> w 23. Middle/Arbor East of Byron 1 1,140 A.M. 340 0.45 C 405 0.36 B 242 0.21 B
<br /> Highway P.M. 520 0.69 C 523 0.46 B 268 0.24 B
<br /> 0 24.Middle/Arbor East of Tracy 1 1,140 A.M. 740 0.99 E 410 0.36 B 379 0.33 B
<br /> Boulevard P.M. 1,030 1.37 F 301 0.26 B 289 0.25 B
<br /> 25. Stanford East of Paradise 2 1,800 A.M. 980 0.54 C n/a n/a n/a n/a n/a n/a
<br /> X Extension Road P.M. 1,300 0.8 D n/a n/a n/a n/a n/a n/a
<br /> C ' Dir.=Directional.
<br /> m
<br /> U °V/C=Volume-to-capacity ratio.
<br /> `Acceptable LOS standard for these segments is LOS D.Standard is LOS C for all other segments.
<br /> y Note:LOS letters in bold show arterials where the model forecasts show the LOS would exceed the acceptable standard.The current study used the same assumption as were used
<br /> v in the MHMP EIR.
<br /> m Source: MHMP EIR,TJKM
<br /> n =
<br /> c -
<br /> c fn
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