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L � <br /> File No. 20-1e71-01 <br /> LJune 24, 1993 <br /> Page 1 <br /> L <br /> MOISTURE DENSITY ANALYSES <br /> L ASTM D-1557. METHOD W <br /> L Material Description Maximum Optimum Curve <br /> and Source Dry Density Moisture Content Number <br /> Brown silty fins sand, <br /> L on-site 130.7 pcf 7.5 % 1 <br /> L SUMMARY OF FIELD DENSITY TEST RESULTS <br /> Depth from Dry Laboratory Specified <br /> Lest <br /> .� Finished Moisture Density Compaction Rotative Retativa <br /> RM Test Location ;MradelfU % Dry Wt. P.C.F. curve No. coamaction coamtIon <br /> EXCAVATED FUM TANK BACKFILL <br /> L1 5-26 South end -5.5 7.6 131 1 100 90 <br /> 2 5-26 North end -5.0 6.4 126 1 96 90 <br /> 3 5-26 Center -4.5 8.0 124 1 95 90 <br /> L4 5-26 South -4.0 5.2 132 1 100 90 <br /> L <br /> L <br /> L <br /> L <br /> L <br /> L <br /> ad er�ineering and testing procedures wore used for these tests. The above data is presented for information purposes only. <br /> n the absenes of continuous observations of our perswmL at the site, we can not express an opinion as to the adequacy of site <br /> preparation or ovwalt fitt compaction. We do not undertake the guarantee of construction, nor do we relieve the contractor of his <br /> Cry respensibitity to produce a completed project confoming to the project plans and specifications. <br /> ght 4945 Kteinfetder, Inc. <br /> ocr pivim _till 1 4 1993 <br />