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File No. 20-1008-49 <br /> December 22, 1994 <br /> Page 19 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 Subgrade ft) %Dry Wt. P.C.P. Curve No. Compaction Compaction <br /> FOUNDATION LAYER - SLOPE <br /> 648 10-10 N2000 E1625 -2.0 6.8 110 49 90 90 <br /> 649 10-10 N1350 E1625 -2.0 4.6 109 49 90 90 <br /> 650 10-10 N0875 E2050 -2.0 6.3 109 49 90 90 <br /> 651 10-10 N0850 E2775 -2.0 5.1 109 49 90 90 <br /> 652 10-12 N1575 E3175 -2.0 8.9 106 51 90 90 <br /> 653 10-12 N3350 E3150 -2.0 7.0 107 51 91 90 <br /> 654 10-13 N0950 E2175 -2.0 17.0 108 51 90 90 <br /> 655 10-13 N0975 E2300 -2.0 16.7 105 51 90 90 <br /> 656 10-13 N0925 E2425 -2.0 17.1 106 51 90 90 <br /> 657 10-13 N0950 E2500 -2.0 15.9 106 51 90 90 <br /> 658 10-13 N0975 E2575 -2.0 16.4 108 51 92 90 <br /> 659 10-13 N0975 E2650 -2.0 16.6 106 51 90 90 <br /> 660 10-13 N0950 E2700 -2.0 17.6 106 51 90 90 <br /> 661 10-13 N1000 E2750 -2.0 17.5 108 51 92 90 <br /> 662 10-13 N1050 E2875 -2.0 15.4 105 51 90 90 <br /> 1 -13 N1050 E2925 -2.0 16.8 108 51 92 90 <br /> 6 V 10-13 N1025 E2975 -2.0 18.2 106 51 90 90 <br /> 665 10-13 N1050 E3050 -2.0 18.8 106 51 90 90 <br /> 666 10-13 N1025 E3125 -2.0 17.5 105 51 90 90 <br /> 667 10-13 N1025 E3175 -2.0 18.7 106 51 90 90 <br /> BARRIER LAYER - SLOPE <br /> 668 10-14 N1325 E3175 -1.0 16.9 100 50 90 90 <br /> 669 10-14 N1450 E3150 -1.0 16.1 105 42 91 90 <br /> 670 10-14 N1575 E3175 -1.0 17.8 102 50 92 90 <br /> 671 10-14 N1650 E3175 -1.0 18.3 102 50 92 90 <br /> 672 10-14 N1725 E3150 -1.0 18.8 103 50 94 90 <br /> 673 10-14 N1800 E3150 -1.0 18.8 99 50 90 90 <br /> 674 10-14 N1925 E3175 -1.0 16.9 100 50 90 90 <br /> 675 10-14 N2000 E3150 -1.0 17.4 101 50 91 90 <br /> 676 10-14 N2075 E3150 -1.0 17.8 102 50 92 90 <br /> 677 10-14 N2325 E3175 -1.0 17.7 102 50 93 90 <br /> 678 10-14 N2475 E3175 -1.0 18.4 102 50 92 90 <br /> 679 10-14 N2625 E3175 -1.0 19.1 102 50 92 90 <br /> 680 10-14 N2750 E3150 -1.0 17.2 102 50 92 90 <br /> 681 10-14 N2850 E3150 -1.0 17.3 101 50 91 90 <br /> 6 10-14 N3025 E3150 -1.0 18.8 99 50 90 90 <br /> 10-14 N3300 E3175 -1.0 18.0 101 50 91 90 <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 Klehtfelder,Inc. <br />