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• DESlGNz <br /> <br /> 14945 SW Sequoia Pkwy -Suite 170 I Portland OR 97224 <br /> off 503.968.8787 I Fax 503.968.3068 <br /> August 24, 2004 <br /> City of Eugene, Public Works Engineering Division <br /> 244 E. Broadway <br /> Eugene, OR 97401 <br /> Attention: Mr. Seward Meintsma <br /> Proposal <br /> Pavement Engineering Services <br /> Various Sites <br /> Eugene, Oregon <br /> GeoDesign Project: Eugene-4-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 (ESA!_) <br /> calculations, and overlay analysis on the following city streets: <br /> • North Bertelsen from Royal Avenue to Roosevelt Boulevard, approximately 1,800 feet <br /> • Seneca Road from West 7th Avenue to West 11th Avenue, approximately 1,300 feet <br /> • North Danebo Avenue from Roosevelt Boulevard to West 11th Avenue, approximately <br /> 2,500 feet <br /> • Oakway Road from Cai Young Road to Coburg Road, approximately 4,800 feet <br /> • Chambers Street from Railroad Boulevard to West 7th Avenue, approximately 5,700 feet <br /> • East 23rd Avenue from Patterson Street to Hilyard Street, approximately 450 feet <br /> • North Terry Street from Barger Drive to end of street, approximately 3,900 feet <br /> BACKGROUND AND APPROACH <br /> From information provided by Mr. Seward Meintsma, we understand that the City 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 /> raveling in the travel sections. There is also instances of isolated fatigue cracking in some areas. <br /> A more detailed survey of the pavements will assist in completing this evaluation. <br /> <br />