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Appendix A Noise Study Report
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75B - FAIRVIEW BRIDGE PROJECT CD
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Appendix A Noise Study Report
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5. Study Methods and Procedures <br />The existing and future 2040 traffic (design year) noise levels at all 92 receptor <br />locations were modeled using either the worst -case traffic operations (prior to speed <br />degradation) or peak -hour traffic volumes, whichever were lower. The worst -case <br />traffic condition is assumed to be level of service C and is generally loudest when <br />vehicles on a given roadway travel at free -flowing traffic conditions. Accordingly, the <br />worst -case traffic volume assumptions are based on the maximum number of vehicles <br />that can typically travel in a given lane while still resulting in free -flowing traffic <br />conditions. The worst -case traffic condition is assumed to be 750 vehicles per lane <br />per hour (vplph) on Fairview Street and other local roadways. The a.m. peak -hour <br />traffic volume was selected over the p.m. peak -hour traffic volume because the worst - <br />hour noise levels based on the long-term (24-hour) noise level measurements occur <br />during the a.m. hour. The a.m. and p.m. peak -hour traffic volumes were obtained <br />from the Traffic Impact Analysis (LSA 2018). A summary of traffic data inputs for <br />existing and future conditions is provided in Appendix A. <br />TNM 2.5 is sensitive to the volume of trucks on the roadway because trucks <br />contribute disproportionally to traffic noise. Vehicle distributions on Fairview Street <br />were obtained from traffic counts collected during ambient noise level measurement. <br />Vehicle distribution on other local roadways in the project area was assumed to be <br />similar to Fairview Street. Table 5.1 shows the vehicle distribution and vehicle speeds <br />for each vehicle category in the project area used to calculate existing and future <br />traffic noise levels. <br />Table 5.1. Vehicle Distribution <br />Roadway <br />Vehicle Distribution % <br />Vehicle Speed <br />(mph) <br />Medium <br />Heavy <br />Medium <br />Heavy <br />Autos <br />Trucks <br />Trucks <br />Autos <br />Trucks <br />Trucks <br />Fairview Street and all other local <br />95 <br />4 <br />1 <br />45 <br />45 <br />45 <br />roadways <br />Source: Compiled by LSA (May 2018). <br />mph = miles per hour <br />5.4. Methods for Identifying Traffic Noise Impacts and <br />Consideration of Abatement <br />Traffic noise impacts are considered to occur at receptor locations where predicted <br />design -year noise levels are at least 12 dBA greater than existing noise levels, or <br />where predicted design -year noise levels approach or exceed the NAC for the <br />applicable activity category. Where traffic noise impacts are identified, noise <br />28 Fairview Street Improvements from 9th Street to 16th Street <br />and Bridge Replacement Project Noise Study Report <br />
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