Laserfiche WebLink
Veritas Construction Inc ES-4011.03 <br /> June 17, 2016 Page 15 <br /> Revised June 22, 2016 <br /> • Three inches of asphalt concrete (AC) placed over six inches of crushed rock base <br /> (CRB), or; <br /> ' • Three inches of AC placed over four and one-half inches of asphalt treated base (ATB). <br /> The AC, ATB and CRB materials should conform to WSDOT specifications. <br /> ' ESNW can providepavement section design recommendations for truck traffic areas and right- <br /> of-way g 9 <br /> ' improvements, upon request. Additionally, Everett road standards may supersede the <br /> recommendations provided in this report. <br /> ' Rigid Pavement and Aprons <br /> Rigid pavement/apron areas can consist of five inches of fiber-reinforced concrete supported on <br /> at least six inches of crushed rock base. <br /> LIMITATIONS <br /> The recommendations and conclusions provided in this geotechnical engineering study are <br /> professional opinions consistent with the level of care and skill that is typical of other members <br /> ' in the profession currently practicing under similar conditions in this area. A warranty is not <br /> expressed or implied. Variations in the soil and groundwater conditions observed at the boring <br /> locations may exist, and may not become evident until construction. ESNW should reevaluate <br /> the conclusions in this geotechnical engineering study if variations are encountered. <br /> Additional Services <br /> ESNW should have an opportunity to review the final design with respect to the geotechnical <br /> recommendations provided in this report. ESNW should also be retained to provide testing and <br /> consultation services during construction. <br /> I <br /> Earth Solutions NW, LLC <br />