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File No. 20-1008-49 December 22, 1994 0 Page 17 of 21 SUMMARY OF FIELD DENSITY TEST RESULTS Depth From Dry Laboratory Specified Test Finished Moisture Density Compaction Relative Relative No. Date Test Location Subgrade(ft.) % Dry Wt. P.C.P. Carve No. Compaction Compaction BARRIER LAYER 578 9-20 N2875 E1850 -1.0 15.1 116 45 98 95 579 9-20 N2905 E1810 -1.0 14.3 118 45 99 95 580 9-20 N2960 E1830 -1.0 13.9 116 38 96 95 581 9-20 N3025 E1850 -1.0 14.2 114 47 97 95 582 9-20 N3125 E1875 -1.0 15.3 114 47 98 95 583 9-20 N3250 E1825 -1.0 15.7 116 47 99 95 584 9-20 N3475 E1850 -1.0 15.1 116 47 99 95 585 9-22 N3425 E2120 -1.0 13.3 113 33 96 95 586 9-22 N3375 E2250 -1.0 14.6 116 48 96 95 587 9-22 N3390 E2375 -1.0 15.1 116 48 96 95 588 9-22 N3450 E2490 -1.0 12.9 121 43 99 95 589 9-22 N3475 E2580 -1.0 15.2 116 42 98 95 590 9-22 N3450 E2675 -1.0 12.3 122 31 98 95 591 9-22 N3425 E2725 -1.0 12.6 119 31 96 95 592 9-22 N1125 E1675 -1.0 12.6 119 31 96 95 9-22 N1150 E1695 -1.0 15.2 115 42 98 95 9-22 N1175 E1725 -1.0 10.7 117 33 99 95 595 9-22 N1225 E1750 -1.0 15.3 114 42 97 95 596 9-22 N1250 E1780 -1.0 15.3 114 42 97 95 597 9-22 N1275 E1775 -1.0 13.9 112 42 95 95 598 9-22 N1280 E1740 -1.0 11.7 117 33 99 95 599 9-22 N1320 E1720 -1.0 16.0 113 41 96 95 600 9-22 N1350 E1650 -1.0 15.5 113 41 96 95 601 9-22 N1375 E1690 -1.0 15.2 115 42 98 95 602 9-22 N1400 E1710 -1.0 13.8 117 43 96 95 603 9-22 N1425 E1770 -1.0 12.6 119 43 98 95 604 9-22 N1450 E1750 -1.0 15.9 114 41 96 95 605 9-22 N1460 E1675 -1.0 13.2 118 38 97 95 606 9-22 N1500 E1680 -1.0 14.6 116 38 96 95 607 9-22 N1525 E1725 -1.0 15.2 116 42 98 95 608 9-22 N1560 E1760 -1.0 13.2 118 46 99 95 609 9-22 N1590 E1790 -1.0 13.1 119 43 98 95 610 9-22 N1620 E1740 -1.0 12.6 119 43 97 95 611 9-22 N1640 E1650 -1.0 15.3 114 42 97 95 612 9-22 N1680 E1700 -1.0 15.2 115 42 98 95 613 9-22 N1730 E1725 -1.0 15.2 115 42 98 95 9-22 N1760 E1760 -1.0 15.3 114 42 97 95 9-22 N1775 E1795 -1.0 15.9 114 42 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 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 of his primary responsibility to produce a completed project conforming to the project plans and specifications. Copyright 1994 Kleinfelder,Inc.