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File No. 20-1008-49 December 22, 1994 0 Page 20 of 21 SUMMARY OF FIELD DENSITY TEST RESULTS Depth From Dry Laboratory Specified Test Finished Moisture Density Compaction Relative Relative No. Date Test Location Subttrade ft) % Dry Wt. P.C.P. Curve No. Com ac Compaction BARRIER LAYER - SLOPE 684 10-19 N0950 E1600 -1.0 21.1 104 53 91 90 685 10-19 N1275 E1625 -1.0 20.6 103 53 90 90 686 10-19 N1400 E1575 -1.0 19.4 103 53 90 90 687 10-19 N1525 E1600 -1.0 18.6 104 53 91 90 688 10-19 N1575 E1575 -1.0 21.0 104 53 91 90 689 10-19 N1650 E1625 -1.0 20.7 102 53 90 90 690 10-19 N1800 E1575 -1.0 19.2 104 53 91 90 691 10-19 N1925 E1575 -1.0 21.0 104 53 91 90 692 10-19 N2050 E1600 -1.0 22.0 102 53 90 90 693 10-19 N2350 E1625 -1.0 16.7 105 52 91 90 694 10-19 N2500 E1625 -1.0 16.6 106 52 92 90 695 10-19 N2675 E1600 -1.0 15.4 106 52 92 90 696 10-19 N2825 E1575 -1.0 15.9 106 52 92 90 697 10-19 N2950 E1625 -1.0 15.3 106 52 92 90 698 10-19 N3150 El -1.0 15.2 107 52 93 90 10-19 N3375 E1575 -1.0 16.4 107 52 93 90 10-19 N3425 E1675 -1.0 14.9 109 52 95 90 701 10-19 N3450 E1700 -1.0 15.1 107 52 93 90 702 10-19 N3425 E1750 -1.0 15.9 106 52 92 90 703 10-19 N3450 E1800 -1.0 15.8 107 52 93 90 BARRIER LAYER SC-1 8-26 N1400 E1325 -2.0 15.4 113.0 9 97 95 SC-2 8-26 N1900 E1375 -2.0 15.6 113.8 9 97 95 SC-3 8-26 N1200 E1375 -2.0 11.8 123.8 7 99 95 SC-4 8-26 N1025 E1150 -2.0 12.5 120.4 7 97 95 SC-5 8-26 N1750 E1200 -2.0 14.3 119.2 7 96 95 SC-6 8-26 N1600 E1275 -2.0 14.0 119.6 7 96 95 SC-7 8-26 N1900 El 175 -2.0 14.8 115.2 12 97 95 SC-8 8-26 N2025 E1125 -2.0 14.0 117.8 12 99 95 SC-9 8-30 N2800 E3125 -2.0 13.7 122.8 13 96 95 SC-10 9-1 N3250 E2825 -2.0 12.4 120.2 14 95 95 SC-11 9-1 N3000 E2975 -2.0 11.6 125.2 13 98 95 SC-12 9-6 N3280 E2755 -2.0 14.7 118.9 17 96 95 SC-13 9-7 N1350 E2680 -2.0 14.2 117.8 24 99 95 SC-14 9-7 N2250 E2625 -2.0 13.0 122.4 13 96 95 S -15 9-8 N2050 E2560 -2.0 14.5 117.8 19 96 95 .069-10 N1475 E2425 -2.0 12.5 119.2 31 96 95 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 at the site we cannot expressP adequacy P an opinion as to the ad uac of site reparation or overall fill compaction. We do not undertake the guarantee of construction,nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. Copyright 1994 Kleinfelder,Inc.