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File No. 20-1008-36 KLEBNFELDER <br /> July 14, 1995 <br /> Page 2 of 3 <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 Subr;rade(it) %Dry Wt. P.C.P. Curve No. Compaction Compaction <br /> TEST PAD 3 <br /> 11 04-11 10' N. & 10' E. of SW corner -1.0 9.7 118 1 95 90 <br /> 12 04-11 40' N. & 15' E. of SW corner -1.0 8.2 119 1 95 90 <br /> 13 04-11 75' N. & 10' E. of SW corner -1.0 8.9 118 1 95 90 <br /> 14 04-11 100' N. & 15' E. of SW corner -1.0 9.8 118 1 95 90 <br /> 15 04-11 140' N. & 10' E. of SW corner -1.0 8.1 117 1 94 90 <br /> TEST PAD 4 <br /> 16 04-11 10' N. & 10' E. of SW corner -1.0 10.2 1121 90 90 <br /> 17 04-11 40' N. & 15' E. of SW corner -1.0 11.0 114 1 91 90 <br /> 18 04-11 75' N. & 10' E. of SW corner- 1.0 11.1 112 1 90 90 <br /> 19 04-11 100' N. & 15' E. of SW corner- 1.0 9.8 114 1 92 90 <br /> 20 04-11 140' N. & 10' E. of SW corner -1.0 9.3 121 1 97 90 <br /> BARRIER LAYER <br /> TEST PAD #3 <br /> 04-20 15' E. & 30' N. of SW corner FSG 14.4 108 4 90 90-92 <br /> TEST PAD #1 <br /> 32 04-20 5' E. & 140° N. of SW corner -0.5 10.5 119 2 93 95 <br /> 33 04-20 10' E. & 145' N. of SW corner FSG 12.0 120 2 95 95 <br /> 34 04-20 5' E. & 140' N. of SW corner FSG 10.8 121 2 95 95 <br /> 35 04-20 5' E. & 50' N. of SW corner FSG 12.4 121 2 95 95 <br /> 36 04-20 20' E. & 40' N. of SW corner FSG 11.9 121 2 95 95 <br /> 37 04-20 15' E. & 20' N. of SW corner FSG 10.9 121 2 95 95 <br /> TEST PAD #3 <br /> 38 04-20 15' E. & 140' N. of SW corner FSG 14.9 109 4 90 90-92 <br /> 39 04-20 5' E. & 120' N. of SW corner FSG 14.4 108 4 90 90-92 <br /> 40 04-20 15' E. & 40' N. of SW corner FSG 13.0 ill 4 92 90-92 <br /> 41 04-20 20' E. & 30' N. of SW corner FSG 14.2 110 4 91 90-92 <br /> 42 04-20 10' E. & 125' N. of SW corner FSG 15.6 108 4 90 90-92 <br /> 43 04-20 10' E. & 135' N. of SW corner -0.5 12.9 106 4 88 90-92 <br /> Accepted engineering and testing procedures were used for these tests. The above data is presented for information purposes only. In the absence of continuous observations of our personnel <br /> at the site,we cannot express an opinion as to the ade;uacy of site preparation or overall Fill compaction. We do not undertake the guarantee of construction,nor do we relieve the contractor <br /> of his primary responsibility to produce a completed project conforming to the project plans and specifications. Copyright 1995 Kleinfelder,Inc. <br />