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2 - COMBINED PUBLIC COMMENTS_2525 N MAIN STREET
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2 - COMBINED PUBLIC COMMENTS_2525 N MAIN STREET
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2525 North Main Street <br />January 14, 2019 <br />Page 17 <br /> <br />Traffic <br />A Traffic Impact Analysis was prepared by Translutions, Inc. for the project. The study was peer <br />reviewed by the Citys Public Works Agency and Kimley‐Horn an on‐call traffic engineering firm <br />The study evaluated 16 intersections, 10 roadway segments, 6 neighborhood intersections, 10 <br />neighborhood roadway segments and 15 freeway segments (DEIR Section 4.1 1). Impacts were <br />analyzed for the existing conditions (2018), expected project opening year (2020) and future <br />conditions (2040). The 2020 conditions include the planned Caltrans improvement project which <br />will add one continuous High Occupancy Vehicle (HOV) lane in each direction along the <br />northbound and southbound I‐5 freeway between SR‐55 and SR‐57, which would result in the <br />removal of the I‐5 HOV northbound entrance and southbound exit ramps at the intersection of <br />N. Main Street/Edgewood Road I‐5 ramps. Based on the Institute of Traffic Engineers (ITE) trip <br />generation rates, the project is estimated to generate 2,698 daily trips. <br />Table 8: Proposed Project Trip Generation <br /> AM Peak Hour <br />7:00 to 9:00 a.m. <br />PM Peak Hour <br />4:00 to 6:00 p.m. <br />Land Use In Out Total In Out Total Daily <br />Trip Generation <br />Rates <br />0.09 0.27 0.36 0.27 0.17 0.44 5.44 <br />Proposed Project <br />Trip Generation <br />(496 units) <br />46 133 179 133 86 219 2,698 <br /> <br />The City of Santa Ana uses a rating criteria known as Level of Service (LOS) to assess the severity <br />of traffic congestion at intersections and roadway segments. The LOS criteria uses an "A" to "F" <br />rating scale; an "A" rating meaning traffic conditions have the least amount of traffic congestion <br />(free flowing traffic) and an "F" rating meaning traffic conditions will have the most traffic <br />congestion (forced or breakdown of traffic flow). As a standard practice, the City has adopted an <br />operational LOS rating of D as the minimum acceptable LOS for intersections and roadway <br />segments, except that for intersections and roadway segments that fall within major <br />development areas, the City adopted a LOS rating of E as the minimum acceptable LOS. LOS is <br />obtained by calculating the ratio of vehicles at an intersection or roadway segment versus the <br />vehicle capacity of that intersection or roadway segment (Vehicles/Capacity). <br />The City acknowledges that the proposed project would generate additional traffic and that <br />would result in an increase in vehicle trips on area roadways (2,698 trips). However, the project <br />and implementation of any of the three access options would not exceed a threshold identified <br />by the City or Caltrans (Pages 4.11‐12 to 4.11‐23 of the DEIR). <br />
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