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28 <br />Street <br />Segment <br />Extent N/W Extent S/E Existing Facility High- <br />Injury <br />Network6 <br />BLTS <br />Score <br />Needs Assessment <br />Kottinger <br />Dr <br />First St Concord St No facility from First St to Adams <br />Way. <br />Class I shared-use path from <br />Adams Way to 370’ west of <br />Concord St. <br />No 1 Technically this segment achieves the lowest <br />stress level based on speed limit, travel lane <br />count, and volumes, but it likely feels more <br />stressful navigating the curves in the eastern <br />part. Installing traffic calming treatments and <br />recognizing it as a bike facility (Class III bike <br />boulevard) would likely improve its effective <br />LTS throughout. <br />Main St Del Valle Pkwy Bernal Ave None Yes 3 Needs bike facility with sufficient width; Main <br />St ROW isn't sufficiently wide enough to <br />retain parking with a dedicated bike facility. <br />Owens Dr Hopyard Rd Willow Rd Class II Bike Lanes (buffered near <br />intersection with Hopyard Rd) <br />No 4 Given posted speed limit, roadway <br />geometry/design, volumes, and number of <br />KSI crashes over a short segment, needs a <br />bike facility with sufficient vertical separation <br />(Class I or IV); alternatively consider speed <br />reduction plus buffered facility. <br />Santa Rita <br />Rd <br />US 580 Mohr Ave No facility from US 580 overpass <br />to 300’ south of Pimlico Drive, <br />Class II Bike Lanes 300’ south of <br />Pimlico Drive to Iron Horse Trail <br />connection. <br />Class II Buffered Bike Lanes from <br />Iron Horse Trail connection to <br />Mohr Ave. <br />Yes 4 Given posted speed limit, roadway <br />geometry/design, and volumes, vertical <br />separation (Class I or IV) would improve <br />LTS. <br />Santa Rita <br />Rd <br />Mohr Ave Del Valle <br />Pkwy <br />Class II Bike Lanes from Mohr <br />Ave to Morganfield Rd <br />Southbound-only Class II Bike <br />Lanes from Morganfield Rd to Del <br />Valle Pkwy (no facility <br />northbound) <br />Yes 4 Given posted speed limit, roadway <br />geometry/design, and volumes, vertical <br />separation (Class I or IV) would improve <br />LTS.