Laserfiche WebLink
HARBOR BLVD. MIXED USE TRANSIT CORRIDOR PLAN FINAL FIR <br />CITY OF SANTA ANA <br />5. Environmental Analysis <br />TRANSPORTATION AND TRAFFIC <br />Roadway Segments <br />A summary of the forecast roadway segment volumes and corresponding level of service results for the <br />Future Year 2035 With Project condition is shown in Table 5.13 -10. All study roadway segments are forecast <br />to operate at an acceptable level of service. The project is not forecast to create a deficient level of service on <br />any studied roadway segment. <br />Table 5.13 -20 Future Year 2035 With Project Roadwav Segment LOS <br />k <br />Street Name <br />Limits <br />Lanes' <br />Type <br />LOS E <br />Capacity <br />2035 <br />No Pro ect <br />2035 <br />With Project <br />ADT2 <br />LOS <br />ADT2 <br />LOS <br />1 <br />Harbor Blvd <br />Trask Ave to Westminster Ave <br />6D <br />Major <br />50,600 <br />44,687 <br />C <br />42,262 <br />C <br />2 <br />Harbor Blvd <br />Westminster Ave to Hazard Ave <br />6D <br />Major <br />50,600 <br />40,641 <br />C <br />36,938 <br />B <br />3 <br />Harbor Blvd <br />Hazard Ave to First St <br />6D <br />Major <br />50,600 <br />42,749 <br />C <br />39,131 <br />B <br />4 <br />Harbor Blvd <br />First St to McFadden Ave <br />6D <br />Major <br />50,600 <br />44,443 <br />C <br />44,236 <br />C <br />5 <br />Harbor Blvd <br />McFadden Ave to Edinger Ave <br />6D <br />Major <br />50,600 <br />45,349 <br />D <br />48,481 <br />D <br />6 <br />Harbor Blvd <br />Edinger Ave to Warner Ave <br />6D <br />Major <br />50,600 <br />39,552 <br />B <br />40,087 <br />C <br />7 <br />Harbor Blvd <br />Segerstrom Ave to MacArthur Blvd <br />6D <br />Major <br />50,600 <br />35,941 <br />B <br />35,473 <br />B <br />8 <br />Westminster Ave <br />Newhope St to Harbor Blvd <br />6D <br />Major <br />50,600 <br />26,594 <br />A <br />27,109 <br />A <br />9 <br />Westminster Ave <br />Fairview St to Harbor Blvd <br />6D <br />Major <br />50,600 <br />26,526 <br />A <br />25,938 <br />A <br />10 <br />1st Street <br />Newhope St to Harbor Blvd <br />6D <br />Major <br />50,600 <br />24,887 <br />A <br />26,259 <br />A <br />11 <br />1st Street <br />Fairview St to Harbor Blvd <br />6D <br />Major <br />50,600 <br />30,343 <br />A <br />31,882 <br />A <br />12 <br />McFadden Ave <br />Newhope St to Harbor Blvd <br />4D <br />Secondary <br />22,500 <br />14,194 <br />A <br />14,982 <br />A <br />13 <br />McFadden Ave <br />Fairview St to Harbor Blvd <br />4D <br />Secondary <br />22,500 <br />16,345 <br />B <br />13,913 <br />A <br />14 <br />Edinger Ave <br />Newhope St to Harbor Blvd <br />6D <br />Major <br />50,600 <br />20,720 <br />A <br />21,184 <br />A <br />15 <br />Edinger Ave <br />Fairview St to Harbor Blvd <br />6D <br />Major <br />50,600 <br />33,761 <br />A <br />39,655 <br />B <br />Sou W. 1131 2113. <br />Notes: Bald indicates an unacceptable level of service. <br />D= Divided U= Undivided. Example. 33 =13 anes, divided roadway. <br />3 ADT= average daily traffic volumes <br />Intersection Level of Service <br />Summaries of the AM and PM peak hours intersection LOS for the Future Year 2035 Without and With <br />Project condition are in Tables 5.13 -11 and 5.13 -12. Two intersections are forecast to operate at an <br />unacceptable level of service and result in a significant impact: <br />■ ( #26) Fairview St and 17th St - LOS E/F (AM and PM Peak Hours) <br />■ ( #27) Fairview St and 1st St - LOS F (PM Peak Hour) <br />October 2014 Page 5.13 -19 <br />