2400 33RD ST GEOTECHNICAL INVESTIGATION 2018-01-02 MF Import

Asphalt Paving Association of Washington, 1990. We used traffic counts provided by King County Department of Public Works, Traffic Engineering Department for the Burien Transit Center, another INCA project. Given the above assumptions, our reevaluation of the pavement section agrees with that proposed in the 2001 report. Based on this, we recommend following the MPA thicknesses given in Table 1. CLOSURE The conclusions and recommendations presented 4n this report are based on surface and subsurface observations accomplished for this study. Subsurface conditions can vary substantially with depth, distance, or due to unanticipated geologic conditions. The integrity of the geotechnical design elements depends on proper site preparation and construction procedures. As the design develops, we recommend that we review final design plans and specifications so we can revise or augment our recommendations as required. During the construction phase of the project, we recommend that we be retained to review contractor submittals and make geotechnical engineering decisions, which may be required in the event that localized variations in the subsurface conditions become apparent during construction. We appreciate this opportunity to be of service to you. Should you have any questions, or request additional information, please do not hesitate to call. Milbor-Pita & Associates, Inc. 1v10q,Vn nxcrmoa.nv. Carol 0Ecn•c.,dn,..o.rE.c• Ravano, PE LS o•,xxoe,-n. wa D..2� 02M21,24948W Carol A. Ravano, P.E. Geotechnical Project Engineer Frank W. Pita, o„�„.r,..w�. PE, LHG. o+.: xos nwx,.�a aem Frank W. Pita, P.E., L.H.G. Geotechnical Project Manager Attachments: Figure I Appendix A Site Plan with Coring Locations. MPA Field Reports Geotechnical and Tunnel Consultants 17270 Woudimille-Redmond Rd, Ste 703 Phone (425)486-6561 Woodinville, WA 98072 Pagel Fax (425)488-2660