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ReManufacturing Facility <br /> Page No. 2 <br /> Dry Moist <br /> Test Density Cont. Relative Elev. <br /> Date No. ocf % Compaction Location ft. <br /> It 8 115 . 1 14. 6 95 SE side -80 <br /> 9 108.4 12. 6 90 W end -80 <br /> 10 116.0 13.4 96 W end -90 <br /> 11 116.8 12.8 97 N of center -90 <br /> 12 118.5 11.0 98 N of center -80 <br /> 10-23-91 1 111. 9 11. 3 93 N end -70 <br /> 2 116.8 12.8 97 N end -60 <br /> ^ 3 111.7 12. 1 92 N of center -70 <br /> 4 108.4 11. 5 90 N of center -60 <br /> 5 113.9 13 . 3 94 NW corner -70 <br /> 6 114.3 12.2 95 NW corner -60 <br /> 10-24-91 1 109.5 13. 9 91 E end -40 <br /> If 2 112.9 13 .0 93 E end -50 <br /> n 3 114.2 14.4 94 Center -50 <br /> ft 4 114.4 15.8 95 Center -40 <br /> 11 5 115 .3 14. 8 95 W end -40 <br /> u 6 114.7 16 .2 95 W end -50 <br /> 10-24-91 1 109.0 15 .8 90 W end -30 <br /> it 2 108.5 12. 5 90 S of center -30 <br /> if 3 111.6 14.0 92 SE of center -35 <br /> INSPECTION DATE INSPECTOR TIME MILEAGE <br /> 09-26-91 N. Anderson 2 Hr <br /> SUMMARY OF ON SITE OBSERVATIONS: Looked over proposed fill and <br /> obtained two sack samples for permeability testing (if required) <br /> and for proctors. <br /> Compaction test results and observations indicate that the <br /> foundation material for the subject fill has been compacted per the <br /> project specifications and to dry densities in exc=ess of 90 percent <br /> of the maximum dry density obtainable in the ASTM D1557 Compaction <br /> Test. <br /> We have employed accepted engineering and testing procedures. <br /> However, we do not undertake the guarantee of construction nor do <br /> we relieve the contractor of his primary responsibility to produce <br /> a completed project conforming to the project plans and <br /> specifications. <br /> Very Truly yours, <br /> NEIL O ANDERSON & ASSOC. , INC. <br /> N it O. And e son, RCE 44619 <br /> NOA:rfa .[lab\SF-56.fd� rOERSG <br /> � a <br /> N <br /> Z W <br /> Q � <br /> r <br />