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�.../ <br /> KLEINFELDER <br /> File No. 20-3908-O1.N107 <br /> April 8, 1999 <br /> Page lof 1 <br /> TABLE I <br /> MOISTURE DENSITY,V ALYSES <br /> ASTIV D-1557, METHOD "A" <br /> Maximum Optimum Curve <br /> dlaterial Description and Source Dry Density Moisture Content YVumber <br /> Red Brown Sandy Clayey Silt, Native 117.3 13.5% 1 <br /> f <br /> , <br /> Depth From Dry Laooratory Specified <br /> Test Finished Moisture Density Compaction Relative Relative <br /> No. Date Test Location Sub--rade(ft.) %Dry Wt. P.C.F. Curve No. Compaction Compaction <br /> a <br /> j <br /> TA1YK EXCAVATION BACKFILL <br /> 1 3-31 57' East of West Lane! , <br /> East Sidewalk FSG 13.9 117 1 99 90 <br /> 3-31 48' South of Alpine' <br /> South Sidewalk -1.0 14.6 118 1 100 90 <br /> } <br /> 3 3-31 48' South of Alpine/ <br /> South Sidewalk -2.0 12.5 115 1 98 90 <br /> t <br /> 1 <br /> a <br /> t <br /> .r ,,,nu:n,incering anti resrom. procedwv5 were rued for these tests. The data is prescnrea;cr mto'mnrion purposcs ajdl% in ure rroscure a,ions of our porsonne;at the sate. <br /> .c rnnnot express an opinion as to the adequacy at' site preparation or overall till Compaction. We do not underrake the guarantee of construction,nor do r.e reiiere the contrartor of iris pnntar• <br /> �rannncihi/in• 019R=9� <br /> to produce a ronrplered proicet conforming to the proierr plans curd specifications. C gocrio)u 1999 Klenrfe/der..Inc. <br />