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File No. 20-1008-49 <br /> December 22, 1994 <br /> Page 18 of 21 <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 Subarade(ft) %Dry Wt. P.C.P. Curve No. Compaction Compaction <br /> BARRIER LAYER <br /> 616 9-22 N1790 E1770 -1.0 12.6 119 46 99 95 <br /> 617 9-22 N1802 E1710 -1.0 12.7 122 34 97 95 <br /> 618 9-22 N1850 E1660 -1.0 12.6 119 32 95 95 <br /> 619 9-22 N1890 E1690 -1.0 15.3 114 45 97 95 <br /> 620 9-22 N1910 E1740 -1.0 15.2 115 45 97 95 <br /> 621 9-22 N1960 E1780 -1.0 12.6 119 46 99 95 <br /> 622 9-22 N1990 E1795 -1.0 14.6 116 40 96 95 <br /> 623 9-22 N2000 E1775 -1.0 13.2 119 31 96 95 <br /> 624 9-22 N2010 E1710 -1.0 12.6 119 31 96 95 <br /> 625 9-22 N2060 E1675 -1.0 15.9 114 41 96 95 <br /> 626 9-22 N2095 E1750 -1.0 16.5 113 41 96 95 <br /> 627 9-22 N2150 E1775 -1.0 11.7 123 39 98 95 <br /> 628 9-22 N2175 E1675 -1.0 12.5 120 32 96 95 <br /> 629 9-22 N2250 E1670 -1.0 11.0 124 44 98 95 <br /> 630 -22 N2380 E1725 -1.0 15.9 114 45 96 95 <br /> -22 N2390 E1775 -1.0 15.2 115 45 97 95 <br /> 9-22 N2410 E1790 -1.0 14.6 116 45 98 95 <br /> 633 9-22 N2460 E1750 -1.0 14.6 116 38 96 95 <br /> 634 9-22 N2480 E1675 -1.0 15.2 115 38 95 95 <br /> 635 9-22 N2525 E1680 -1.0 13.2 118 43 97 95 <br /> 636 9-22 N2550 E1725 -1.0 12.7 118 43 97 95 <br /> 637 9-22 N2580 E1775 -1.0 12.5 120 43 98 95 <br /> 638 9-22 N2605 E1770 -1.0 15.2 115 48 95 95 <br /> 639 9-22 N2695 E1690 -1.0 13.2 119 43 97 95 <br /> 640 9-22 N2770 E1680 -1.0 12.6 119 43 97 95 <br /> 641 9-22 N2825 E1720 -1.0 15.3 114 47 97 95 <br /> 642 9-22 N2950 E1675 -1.0 14.2 114 47 98 95 <br /> 643 9-22 N3000 E1705 -1.0 12.6 120 43 98 95 <br /> 644 9-22 N3050 E1675 -1.0 16.0 113 41 96 95 <br /> 645 9-22 N3175 E1602 -1.0 14.1 115 47 98 95 <br /> 646 9-22 N3280 E1725 -1.0 14.6 116 48 96 95 <br /> 647 9-22 N3350 E1775 -1.0 14.5 117 48 96 95 <br /> 0 <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 adequacy 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 1994 Kleinfelder,Inc. <br />