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06 16 20 PWA_02_02 Exh2 - IS-MND
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75B - FAIRVIEW BRIDGE PROJECT CD
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06 16 20 PWA_02_02 Exh2 - IS-MND
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L w FAIRVIEw BRIDGE REPLACEMENT AND STREET IMPROVEMENTS INITIAL STUDY/MITIGATED NEGATIVE DECLARATION <br />J' (9TH STREET TO 16TH STREET) PROJECT <br />MAY 2020 <br />SANTA ANAL CALIFORNIA <br />intersection operations. Table 3.17.A depicts existing intersection LOS, while Table 3.17.13 shows <br />roadway segment LOS. <br />Table 3.17.A: Existing Intersection LOS Summary <br />Intersection <br />2017 Existing <br />Conditions <br />AM Peak Hour <br />PM Peak Hour <br />Delay <br />LOS <br />Delay <br />LOS <br />1 <br />Fairview Street/17th Street <br />0.835 <br />D <br />0.902 <br />E <br />2 <br />Fairview Street/16th Street' <br />31.6 <br />D <br />20.0 <br />C <br />3 <br />Fairview Street/12th Street' <br />25.1 <br />D <br />19.0 <br />C <br />4 <br />Fairview Street/9th Street' <br />>50.0 <br />F <br />47.4 <br />E <br />5 <br />Fairview Street/Civic Center Drive <br />0.642 <br />j B <br />0.640 <br />1B <br />= unsatisfactory LOS <br />The intersection is unsignalized and was assessed using the HCM methodology. Delay values shown are in seconds per vehicle. <br />>50.0 = HCM delay value is greater than 50.0 seconds per vehicle, LOS F. <br />HCM = Highway Capacity Manual <br />LOS = level of service <br />v/c = volume -to -capacity ratio <br />Table 3.17.B: Existing ADT Volumes and LOS <br />Roadway Segment <br />2017 Existing Conditions <br />Arterial Type <br />Capacity <br />ADT <br />LOS <br />17th Street to 16th Street <br />4 Lanes Divided <br />37,500 <br />42,440 <br />F <br />Fairview <br />16th Street to 12th Street —Fairview Bridge <br />4 Lanes Undivided <br />25,000 <br />41,890 <br />F <br />Street <br />12th Street to 9th Street <br />4 Lanes Divided <br />37,500 <br />40,980 <br />F <br />9th Street to Civic Center Drive <br />6 Lanes Divided <br />56,300 <br />41,720 <br />C <br />= unsatisfactory LOS <br />ADT = average daily traffic <br />LOS = level of service <br />v/c = volume -to -capacity <br />As Table 3.17.A shows, the intersections of Fairview Street/17th Street and Fairview Street/9th <br />Street currently operate at unsatisfactory LOS E or worse during one or both peak hours. The three <br />other study intersections currently operate at satisfactory LOS D or better. As shown in Table 3.17.13, <br />the segments of Fairview Street (including the bridge) that provide only four lanes of travel currently <br />experience daily traffic volumes greater than their respective design capacities, meaning these <br />roadway segments currently experience unsatisfactory LOS F. <br />3.17.2 Impact Analysis <br />a. Would the project conflict with a program, plan, ordinance or policy addressing the circulation <br />system, including transit, roadway, bicycle and pedestrian facilities? <br />Less Than Significant with Mitigation Incorporated. Construction of the proposed Project may <br />require temporary closure of one travel lane at a time on the bridge, which would temporarily delay <br />3-94 R:\WKE1702\ISMND\Final ISMND\Fairview Street Bridge Final ISMND.docx (05/26/20) <br />
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