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HARBOR BLVD. MIXED USE TRANSIT CORRIDOR PLAN FINAL FIR <br />CITY OF SANTA ANA <br />5. Environmental Analysis <br />TRANSPORTATION AND TRAFFIC <br />Table 5.13 -4 Existing Roadway Segment LOS <br /># <br />Street Name <br />Limits <br />Lanes' <br />Type <br />LOS E <br />Capacity <br />ADT2 <br />LOS <br />1 <br />Harbor Blvd <br />Trask Ave to Westminster Ave <br />6D <br />Major <br />56,300 <br />49,123 <br />D <br />2 <br />Harbor Blvd <br />Westminster Ave to Hazard Ave <br />6D <br />Major <br />56,300 <br />46,044 <br />D <br />3 <br />Harbor Blvd <br />Hazard Ave to First St <br />6D <br />Major <br />56,300 <br />47,651 <br />D <br />4 <br />Harbor Blvd <br />First St to McFadden Ave <br />6D <br />Major <br />56,300 <br />47,014 <br />D <br />5 <br />Harbor Blvd <br />McFadden Ave to Edinger Ave <br />6D <br />Major <br />56,300 <br />45,385 <br />D <br />6 <br />Harbor Blvd <br />Edinger Ave to Warner Ave <br />6D <br />Major <br />56,300 <br />40,832 <br />C <br />7 <br />Harbor Blvd <br />Segerstrom Ave to MacArthur Blvd <br />6D <br />Major <br />56,300 <br />40,403 <br />C <br />8 <br />Westminster Ave <br />Newhope St to Harbor Blvd <br />6D <br />Major <br />56,300 <br />25,111 <br />A <br />9 <br />Westminster Ave <br />Fairview St to Harbor Blvd <br />6D <br />Major <br />56,300 <br />29,244 <br />A <br />10 <br />1st Street <br />Newhope St to Harbor Blvd <br />6D <br />Major <br />56,300 <br />25,568 <br />A <br />11 <br />1st Street <br />Fairview St to Harbor Blvd <br />6D <br />Major <br />56,300 <br />30,221 <br />A <br />12 <br />McFadden Ave <br />Newhope St to Harbor Blvd <br />4D <br />Secondary <br />25,000 <br />14,539 <br />A <br />13 <br />McFadden Ave <br />Fairview St to Harbor Blvd <br />4D <br />Secondary <br />25,000 <br />19,044 <br />C <br />14 <br />Edinger Ave <br />Newhope St to Harbor Blvd <br />6D <br />Major <br />56,300 <br />20,407 <br />A <br />15 <br />Edinger Ave <br />Fairview St to Harbor Blvd <br />6D <br />Major <br />1 56,300 <br />1 28,992 <br />A <br />Souw.IB12013. <br />Notes: Bold indica&s an unacceptable level of service. <br />1 D= Divided U= Undivided. Example: 00=6 lanes, divided roadmy. <br />3 ADT= average daily traffw volumes <br />5.13.2.3 EXISTING INTERSECTION TRAFFIC LEVEL OF SERVICE ANALYSIS <br />Twenty -nine existing intersections were selected in consultation with the City of Santa Ana for analysis based <br />on traffic impact and vehicle volumes. The study area intersections and turn lane geometries are shown in <br />Figure 5.13 -1. A summary of the AM and PM peak -hour LOS analysis for the year 2013 existing condition is <br />in Table 5.13 -5. All 29 study intersections currently operate at an acceptable level of service during both <br />peak -hour periods, with the exception ofi <br />■ ( #12) Harbor Boulevard and Trask Avenue: LOS F (PM) <br />Peak -hour turning movement volumes during the AM and PM peak hour are shown in Exhibits 4.2 and 4.3, <br />respectively, of the traffic study in Appendix H. The LOS calculations worksheets are in Appendix D of the <br />traffic study. <br />Page 5.13 -8 PlaceWorkr <br />