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J. H. KLEINFELDER & ASSOCIATES File No. S-1739-1 <br /> September 26, 1983 <br /> SUMMARY OF FIELD DENSITY TEST RESULTS <br /> Depth from Dry Laboratory Specified <br /> Test Finished Moisture Density Compaction Relative Relative <br /> No. Date Test Location Subgrade % Dry Wt. P.C.F. Curve No. Compaction Compaction <br /> FG* <br /> Compacted Embankment <br /> 81 8-30 Station 2+25 -8 15.8 111.4 3 97 90 <br /> Compacted Embankmeht <br /> 82 Station 1+50 -8 15.1 108.5 3 94 90 <br /> Compacted Embankment <br /> 83 Station -2+00 -8 14.9 109.1 3 95 90 <br /> 84 Station 3+00 -5 14.8 112.3 3 98 90 <br /> 85 Station 1+50 -5 14.7 111.9 3 97 90 <br /> 86 Station -0+75 -5 15.1 110.6 3 96 90 <br /> 87 Station -2+00 -5 14.8 110.5 3 96 90 <br /> 88 North Levee <br /> W Area -5 15.1 112.3 3 97 90 <br /> North Levee <br /> 89 " E Area -5 14.8 111.2 3 96 90 <br /> 90 8-31 Compacted Embank- -4 14-.7 110.9 3 96 90 <br /> ment <br /> 91 It <br /> '° -4 14.7 111.9 3 97 90 <br /> 92 of -4 14.9 -110.4 3 . 96 90 <br /> South Levee <br /> 93 so West Area -4 15.2 111.8 3 97 90 <br /> South Levee <br /> 94 of East Area -4 14.7 111.3 3 97 90 <br /> Compacted Embankment <br /> 95 9-1 Station -2+00 -2 14.9 112.2 3 97 90 <br /> t <br /> Compacted Embankment <br /> 96 Station 1+50 -2 15.2 112.3 3 98 90 <br /> Compacted Embankment <br /> 97 Station 0+50 0 14.8 111.2 3 96 90 <br /> Accepted engineering and testing procedures were used for these tests. The above data is presented for in- <br /> formation purposes only. In.fhe absence of continuous observations 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 underfa&e the <br /> guarantee of construction. nor do we relieve the contractor of his primary responsibility to produce a cons• <br /> pteted project conforming to the project plans and specifications. <br /> ►HK&A Form R-20 <br />