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0 0 File No. S-1739-1 <br /> H. KLEINFELDER & ASSOCIATES February 22, 1982 <br /> TABLE I/Page 1 of 2 <br /> SUMMARY OF FIELD DENSITY TEST RESULTS <br /> Dry Laboratory Specified <br /> Test Moisture Density Compaction Relative Relative <br /> No. Date Test Location Depth Dry Wt. P.C.F. Curve No. Compaction Compaction <br /> 1 02/02 N S Levee 651 FG* 18.0 103.7 1 92 90% <br /> S of N End —4.0' <br /> 2 02/02 N S Levee FG 22.6 102.2 1 91 90% <br /> Middle of N —21 <br /> 1/3—Section A <br /> 3 02/03 N S Levee FG 23.7 100.7 1 90 90% <br /> Section C —2.51 <br /> 4 02/03 E W Dike FG 22.8 100.9 1 90 90% <br /> North End —31 <br /> Section D, <br /> 5 02/03 E W Dike FG 18.9 101.8 ; l 91 90% <br /> S End <br /> Section E <br /> 6 02/03 E W Dike FG 19.2 97.9 1 92 90% <br /> S End —18' <br /> Section E <br /> 7 02/03 N S Dike FG 16.6 105.4 1 96 90% <br /> Section C <br /> S Lower 1/3 <br /> 8 02/03 N S Dike FG 18.7 107.4 1 96 90% <br /> Section A <br /> North 1/3 <br /> 9 02/03 E W Dike FG 16.8 109.3 1 98 90% <br /> N End —21 <br /> W" Side <br /> 10 02/03 E W Levee FG 18.7 103.4 1 92 90% <br /> * End —31 <br /> * Side <br /> 11 02/05 Berm East End FG 15.9 105.6 1 94 90% <br /> at Center <br /> 12 02/05 Berm N S At FG 16.6 104.9 1 93 90% <br /> S End <br /> Accepted engineering and testing procedures were used for these tests. The above data is presented for in- <br /> formation 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 compacfion. 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 />