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File No. 20-1008-49 <br /> December 22, 1994 <br /> Page 1 of 21 , <br /> TABLE VII <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 Subttrade(ft.) %Dry WL P.C.P. Curve No. Compaction Compaction <br /> FOUNDATION LAYER <br /> SECONDARY SITE <br /> 1 8-22 N1750 E1375 -2.0 11.8 113 4 90 90 <br /> 2 8-22 N1650 E1250 -2.0 9.1 116 4 92 90 <br /> 3 8-22 N1600 E1300 -2.0 11.3 116 4 92 90 <br /> 4 8-22 N1575 E1200 -2.0 12.3 112 4 90 90 <br /> 5 8-22 N1500 E1250 -2.0 10.4 114 4 91 90 <br /> 6 8-22 N1400 E1325 -2.0 9.2 115 5 90 90 <br /> 7 8-22 N1350 E1350 -2.0 10.5 116 5 90 90 <br /> 8 8-22 N1800 El 150 -2.0 11.1 118 5 92 90 <br /> PRIMARY SITE <br /> 9 8-22 N1600 32950 -2.0 10.5 113 6 99 90 <br /> 10 8-22 N1700 E2920 -2.0 11.2 112 6 98 90 <br /> 11 -22 N2300 E2975 -2.0 10.5 113 6 99 90 <br /> 8-22 N2800 E2910 -2.0 11.7 112 6 98 90 <br /> 8-23 N1425 E2875 -2.0 11.7 117 8 96 90 <br /> 14 8-23 N1550 E2850 -2.0 11.1 118 8 96 90 <br /> 15 8-23 N2875 E2850 -2.0 12.5 116 8 94 90 <br /> 16 8-23 N3325 E2825 -2.0 11.2 117 8 95 90 <br /> 17 8-23 N1310 E2780 -2.0 9.4 119 8 97 90 <br /> 18 8-23 N1700 E2750 -2.0 13.0 116 8 94 90 <br /> 19 8-23 N2700 E2725 -2.0 12.9 121 8 99 90 <br /> 20 8-23 N3200 E2730 -2.0 12.6 119 8 97 90 <br /> 21 8-23 N3050 E3040 -2.0 8.8 121 8 99 90 <br /> 22 8-23 N1725 E3025 -2.0 9.2 122 8 99 90 <br /> 23 8-24 N1480 E2625 -2.0 8.7 122 10 100 90 <br /> 24 8-24 N1300 E2590 -2.0 12.4 121 10 100 90 <br /> 25 8-24 N1980 E2650 -2.0 8.7 122 10 100 90 <br /> 26 8-24 N1950 E2550 -2.0 8.7 122 11 100 90 <br /> 27 8-24 N2670 E2620 -2.0 9.2 121 11 99 90 <br /> 28 8-24 N2640 E2550 -2.0 9.8 122 11 100 90 <br /> 29 8-24 N3350 E2610 -2.0 8.7 122 11 100 90 <br /> 30 8-24 N3375 E2580 -2.0 8.2 122 11 100 90 <br /> 31 8-25 N1100 E1250 -1.0 15.0 113 9 97 95 <br /> 32 8-25 N1150 E1220 -1.0 12.6 119 7 95 95 <br /> 33 8-25 N1300 E1225 -1.0 13.5 120 7 96 95 <br /> J0 8-25 N 1700 E1250 -1.0 13.4 121 7 97 95 <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 Kleinfelder,Inc. <br />