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Fire No S-1739-1 H. KLEINFELDER & ASSOCIATES October 19 , 1982 TABLE I SUMMARY OF FIELD DENSITY TEST RESULTS is Dry Laboratory Specified Test Moisture Density Compaction Relative Relative No. Date Test Location *FSG Dry Wt. P.C.F. Curve No. Compaction Compaction COMPACTED FYIBANKMENT 14 10-7 425' From S End -35.0' 17.9 104.8 3 91 90% 15 10-7 50' From S End -35.0' 21.0 96.4 2 91 90% 16 10-7 150' From S End -29.0' 17.0 107.8 3 94 90% 17 10-7 300' From S End -23.0' 17.7 106.0 3 92 90% 18 10-7 S End -18.01 16.5 106.1 3 92 90% 19 10-8 S End -12.01 16.2 109.0 3 95 90% 20 10-8 175' From S End -23.01 17.3 108.5 3 94 90% 21 10-8 Center -33.01 16.0 108.7 3 95 90'% 22 10-8 2501 From N End -33.0' 18.2 10510 3 91 90% 23 10-8 S End of E -10.01 18.1 103.6 3 90 90% Embankment 24 10-8 Middle of E -22.0' 16.4 106.7 3 93 90% Embankment 25 10-11 501 From S End -6.0' 17.0 108.3 3 94 90% 26 10-11 1901 From S End -12.0' 16.8 107.3 3 93 90% 27 10-11 275' From S End -18.0' 17.9 104.8 3 91 90% 28 10-12 Middle of E -10.01 16.3 103.6 3 90 90% Embankment 29 10-13 2751 From N End -12.01 17.3 104.2 3 91 90% 30 10-13 1751 From N End -20.01 17.4 105.6 3 92 90% 31 10-13 751 From N End -26.0' 17.4 103.5 3 90 90% 32 10-14 100' From N End FSG 17.4 107.4 3 93 90% 33 10-14 Center of N End - 0.5' 16.9 106.7 3 93 90% 34 . 10-14 201 From W End -7.01 17.6 107.7 3 94 90% *DENOTES --FINISHED Accepted engineering and testing procedures were used for these tests. The above data is presented for in- SUBGRADE formation 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 compacfion. 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