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1 <br />' engineer in the field, depending on tYie conditions encountered. Where <br />sheepsfoot rollers are used, tiie soils may be disturbed to a depth of <br />' several inches. Density tests shall be performed as outlined in ASTFI <br />' D-1557-70 with a four or six inch sand cone, ASTP1 D-2167 (water balloon) <br />or ASTP1 D-2922 and D-3017 (nuclear density devices and methods). <br />' P.EVIEW <br />' We are available to discuss the details of this report with you. We <br /> should be called during construction to supervise and control the placement <br />' of fill and to inspect the foundation soil and bedrock conditions prior to <br /> fill p]acement. If plans are modifie d in the future, we should be called to <br />' <br /> review and revise our recommendations and construction details as necessary. <br />' Please call when further consultation or inspections are required. <br />Our t4ontrose office personnel are available for field supervision and <br />' control. <br />' F.f4. FOX 8 ASSOCIATES, IfdC. <br />' avid W. Potter <br />Staff Ennineer <br />' D'rIP/pcs <br />Copies: 10 <br />1 <br /> <br />1 <br />1 <br />1 <br />~Q~ps ~• <br />~+ ~ 14395w <br />_• <br />qlF ~ p A60~~Q~ <br />-s- <br />Reviewed by.~ <br />Donald R. Clark, P <br />Division ftanager.~`l~L~ <br />1 <br />