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e <br /> J. N. 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. Dote Test Location Subgtode e/ Dry Wt. P.C.F. Curve No. Compaction Compoction <br /> Compacted Embankment <br /> 52 8-24 Station 3+40 FG*- 14.0 112.0 3 97 90 <br /> =8 <br /> N. Levee, <br /> 53 8-25 W. Portion -9 14.6 109.3 3 95 90 <br /> N. Levee, <br /> 54 E. Portion -9 15.4 108.3 3 94 90 <br /> S. Levee <br /> 55 8-26 W. Portion -10 12.9 111.0 3 96 90 <br /> S. Levee <br /> 56 E. Portion -10 14.2 113.8 3 99 90 <br /> N. Levee <br /> 57 Center Area -8 13.9 110.6 3 96 90 <br /> S. Levee <br /> 58 W. Area -9 14.5 113.5 3 99 90 <br /> S. Levee <br /> 59 IsE. Area -9 15.2 113.2 3 98 90 <br /> Compacted Embankment <br /> 60 IsStation 1+00 -24 16.0 112.2 3 97 90 <br /> Compacted Embankment <br /> 61 Station 2+00 -24 14.8 109.7 3 95 90 <br /> Compacted Embankment <br /> 62 Station -0+50 -24 15.2 108.9 3 95 90 <br /> Compacted Embankment e <br /> 63 Station -1+00 -24 14.1 109.5 3 95 90 <br /> Compacted Embankment <br /> 64 8-27 Station -2+00 -21 1�.8 109.4 3 95 90 <br /> Compacted Embankment <br /> 65 Station -0+75 -21 13.8 110.6 3 96 90 <br /> Compacted Embankment <br /> 66 Station 0+50 -21 14.4 114.0 3 99 90 <br /> Accepted engineering and testing procedures were used for these tests. The above data is presented for in- <br /> formation <br /> mformation purposes only. In the 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 undertake the <br /> guarantee of construction.nor do we relieve the contractor of his primary responsibility to produce a com- <br /> plated project cpnforming to the project plans and specifications. <br /> IHK&A Form R-20 <br /> r <br />