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File No. S-1739-1 H. KLEINFELDER & ASSOCIATES October 27, 1982 TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS Dry Laboratory Specified TestMoisture Density Compaction Relative Relative No. Dote Test Location FSG* % Dry Wt. P.C.F. Curve No. Compaction Compaction CEN TI-ER-TIUMUTH HAJF_0T-PrT_NU. 4 BO 35 10-19 N End of S Half PSG 15.5 113.0 3 98 90% 36 10-19 Center of S Half PSG 17.1 109.3 3 95 90% 37 10-19 S End of S Half PSG 12.2 112.4 3 98 90% 38 10-20 N End N Half PSG 16.4 109.9 3 96 90% Pit #4 39 10-20 S End N Half PSG 15.6 103.7 3 90 90% Pit #4 40 10-20 S WW Pond SE Cor PSG 17.6 106.2 3 92 90% 41 10-20 S WW Pond SW Cor PSG 16.6 109.3 3 95 90% 42 10-20 S WW Pond NW Cor PSG 16.9 103.6 3 90 90% 43 10-20 S WW Pond NE Cor PSG 13.8 104.2 3 91 90% -2.0 44 10-20 Center WW Pond PSG 18.4 105.5 3 92 90% SE Corner 45 10-20 Center WW Pond PSG 18.0 103.7 3 90 90% NE Corner 46 10-20 Center WW Pond PSG 15.7 103.0 3 90 90% Center -2.0 47 10-20 Center WW Pond PSG 17.7 105.5 3 92 90% NW Corner 48 10-20 N WW Pond PSG 18.4 105.'5 3 92 90% NE Corner 49 10-20 N WW Pond PSG 18.8 103.0 3 90 90% SE Corner 50 10-20 N WW Pond PSG 16.8 108.0 3 94 90% NW Corner 51 10-20 N WW Pond PSG 17.6 110.5 3 96 90% SW Corner *DENOTES FINISHED SUBGRADE "Denotes Waste Water Accepted engineering and testing procedures were used for these tests. The above data is presented for in- formaf'ion purposes only. In the absence of continuous observations of our personnel at the site, we can not 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 com- pleted project conforming to the project plans and specifications. IHK&A Form R-20