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l - File No. S-1739-1 <br /> September 2 6, 1983 <br /> ). H. KLEINFELDER & ASSOCIATES <br /> SUMMARY OF FIELD DENSITY TEST RESULTS <br /> Depth From Dry Laboratory Specified <br /> Test Finished Moisture Density Compaction Relative Relotive <br /> No. Date Test Locotion Subgrade % Dry Wt. P.C.F. Curve No. Compaction Compaction <br /> FG* <br /> Compacted Embankment <br /> 67 8-27 Station 2+50 -21 14.5 113.0 3 98 90 <br /> Compacted Embankment <br /> 68 It Station -2+50 -16 15.5 107.6 3 93 90 <br /> Compacted Embankment <br /> 69 °' Station -0+75 -16 15;4 108.0 3 94 90 <br /> Compacted Embankment <br /> 70 Station 1+25 -16 15.0 112.1 3 97 90 <br /> Compacted Embankment <br /> 71 Station 2+25 -16 14.9 112.0 3 97 90 <br /> Compacted Embankment <br /> 72 8-29 Station -2+25 -13 15.1 111.2 3 97 90 <br /> Compacted Embankment <br /> 73 of Station -1+25 -13 15.8 107.2 3 97 90 <br /> Compacted Embankment <br /> 74 Station 0+75 -13 14.9 112.1 3 97 90 <br /> Compacted Embankment <br /> 75 Station 2+25 -13 15.3 108.3 3 94 90 <br /> N. Levee <br /> 76 E. Area -7 15.2 109.9 3 96 90 <br /> N. Levee <br /> 77 '° West Area -7 15.3 110.5 3 96 90 <br /> Compacted Embankment <br /> 78 Station 1+75 -11 14.9 112.3 3 97 90 <br /> Compacted Embankment <br /> 79 Station 1+10 -11 14.8 112.3 3 97 90 <br /> Compacted Embankment <br /> 80 '° Station -1+50 -11' 15.6 111.9 3 97 90 <br /> Accepted engi^ieering and testing procedures were used for these tests. The above data is presented for in- <br /> formation purposes only. In the absence of continuous observafions of our personnel at the site, we can not <br /> express an opinion as to the adequacy of site preparation or overall fill compaction. We do not undertake the <br /> guarantee of construction,nor do we relieve the contractor of his primary responsibility to produce a com- <br /> pleted project conforming to the project plans and specifications. <br /> IHK&A Form R-20 <br />