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r <br /> r <br /> 9 <br /> H +/ <br /> ). 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 Subgrode "/ Dry Wt. P.C.F. Curve No. Compaction Compaction <br /> 98 9-1 Compacted Embankment <br /> Station 2+25 0 14.6 111.9 3 97 90 <br /> Compacted Embankment <br /> 99 ofStation -1+50 0 15.3 111.2 3 96 90 <br /> Bottom of the Sump FSG** <br /> 100 9-6 in NE Corner -4.5 13.6 109.6 3 95 90 <br /> Bottom of Trench <br /> Eastside Station <br /> 101 9-7 2+25 -1.0 13.8 110.3 3 96 90 <br /> . Bottom of Trench <br /> East Side <br /> 102 Is Station 2+00 -3.0 13.8 109.0 3 95 90 <br /> Bottom of Trench <br /> East Side <br /> 103 Station 1+00 -1.0 14.2 108.5 3 94 90 <br /> Bottom of Trench <br /> East Side <br /> 104 ": .. .Station 0+50- -3.0 13.7 108.5 3 94 90 <br /> North Levee <br /> 105 9-8 East Area -2.0 13.9 107.5 3 93 90 <br /> North Levee <br /> 106 ItWest Area 0 14.2 106.8 3 93 90 <br /> South Levee <br /> 107 if West Area -2.0 14.2 109.4 3 95 90 <br /> Sout`i Levee <br /> 108 ifEast Area 0 - 14:1 107.7 3 94 90 <br /> *Denotes Finished Grade <br /> **Denotes Finished Subgrade <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. wa can not <br /> express an opinion as to the adequacy of site preparation or overall till 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 />