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L S <br /> Llao � JPULDER <br /> June 24 1993 <br /> 4 <br /> Claude C. Wood Company <br /> P.O. Box 599 <br /> Lodi, CA 95241 <br /> L Subject:. FBEI D DENSrrY TESTS <br /> CLAUDE C. WOOD YARD <br /> LOCK ORD STREET <br /> LODI, CALIFORNIA <br /> rQD 8mm <br /> This report presents the results of compaction tests taken at the subject project. At your request, <br /> a representative of our firm performed tests at the site on May 26, 1993. The test results <br /> Lconform to the compaction requirements of the project specifications. <br /> { WORK AT THE mQ�„ Four tests were taken by the nuclear probe test method at random locations on the excavated fuel <br /> teak backfill. The depth of backfill was approximately 12 to 16 feet. <br /> A sample of the material tested was returned to the laboratory for determination of the maximum <br /> Ldensity-optimum moisture content. The laboratory test results are shown on Table I. <br /> LIMITATIONS <br /> L The tests were performed below finished subgrade and are only representative of the locations <br /> tested. These tests are not meant to express an opinion concerning the remainder of the backfill <br /> since tests were not taken for the entire depth of backfill. <br /> LSind Kleinfelder, Inc. did not perform a geotechnical study for this site, we cannot accept any <br /> responsibility for the adequacy of any geotechnical recommendations. The scope of our work <br /> was strictly limited to density testing in the areas noted. <br /> L We have employed accepted engineering and testing procedures. However, we do not undertake <br /> the guarantee of construction, nor do we relieve the contractor of his primary responsibility to <br /> produce a completed project conforming to project plans and specifications. <br /> Copyright IM Kleinfeider, Inc. <br /> ►.1 FINFA nFR IA7; Fact kivela Comm ;Ptw tnn rA Q.7ns 000) QJA.JJAq R€CEiNED J U L 14 1993 <br />