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<br /> C~DESIGN? <br /> 2006 COE Contract 2007-00203 <br /> 1 $ Exhi bi t B - Scopeof Work <br /> May 16, 2006 <br /> City of Eugene, Public Works Engineering Division <br /> 244 E. Broadway <br /> Eugene, OR 97401 <br /> Attention: Mr. Matt Rodrigues <br /> Proposal <br /> Pavement Engineering Services <br /> City of Eugene PPP 2008 <br /> Various Sites <br /> • Eugene, Oregon <br /> GeoDesign Project: Eugene-7-O1 <br /> INTRODUCTION <br /> GeoDesign, Inc. is pleased to submit this proposal for pavement engineering services for the <br /> City of Eugene, Oregon. This proposal is for pavement rehabilitation analysis consisting of falling <br /> weight deflectometer (FWD) testing, subsurface explorations, equivalent single-axle load (ESAL) <br /> calculations, and analysis on the following city streets: <br /> • 5"' Avenue from Washington to Blair, 2,067 feet <br /> • Bailey Hill Road from 18"' to Bertelsen, 6,007 feet <br /> • Barger from Highway 99 to Altamont, 2,381 feet <br /> • Centennial Boulevard from Lindley to Centennial Loop, 7,902 feet <br /> • Crescent from 50 feet East of Shadowview to Coburg, 2,123 feet <br /> • East Amazon Parkway from Hilyard to Dillard, 5,782„ <br /> • Hawkins Lane from West 18"' to 100 feet South of Videra, 6,241 feet <br /> • Jefferson from West 5~' Avenue to West 7"' Avenue, 761 feet <br /> • Norkenzie from Green Acres to Beltline Bridge, 1,293 feet <br /> BACKGROUND AND APPROACH <br /> Based on information provided by Mr. Matt Rodrigues, we understand that the Ciry is considering <br /> rehabilitation of the above-listed road sections. We have completed a preliminary evaluation of <br /> the existing pavements at the site. There is limited potential for overlay on these road sections <br /> due to curbs and existing grades. Distress is predominately limited to transverse cracking and <br /> <br />