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File No. 20-3908-01.M03 <br />October 15, 1996 <br />Page 1 of 2 <br />TABLE I <br />MOISTURE DENSITY ANALYSES <br />k`■ KLEINFELDER <br />ASTM 'D-1557,'METHOD "A' <br />Material Description and Source <br />Maximum <br />Dry Density <br />Optimum <br />Moisture Content <br />Curve <br />Number <br />Brown clayey silty sand with aggregate, native <br />125.6 pcf <br />11.1% <br />1 <br />Brown sandy clayey silt with aggregate, native <br />119.0 pcf <br />12.2% <br />2 <br />Brown sandy silty clay with aggregate, native <br />123.3 pcf <br />11.2% <br />3 <br />SUMMARY OF FIELD DENSITY TEST RESULTS <br />Accrylai Wbrmluf � lee^f placeaee were ueG re Wec leu, lLe abets OaY Y pemlxd fe bl(Melim pupae mly. m as rEamce of cmllrvwr abcrv.Ymr or ow peer®el Y aie Ilse. ve umtl e�mr �a aploim <br />u to We tlequrry of rlb papuanm a oveW aL cmpcllm. We ao uol WeNtr We alYeoLLe of wvue'llm, nor ao ve ellc�s We cm��..... of hu prilnry mpomiailily b pruauce • ��lelna pmjm cmfanuiry b 14e <br />plul. pt� W pc.&, m. Capyriahl 1996 KIei .kk, ae. <br />FOOTING BACKFILL ADJACENT TO <br />Depth From <br />Dry <br />Laboratory <br />specified <br />'fest <br />SOUTH SIDE EXISTING RETAINING WALL <br />Finished <br />• Moisture <br />Density <br />Compaction <br />Relative <br />Relative <br />No. <br />Date <br />Test Location <br />Subgrade (fl.) <br />% Dry Wt. <br />P.C.N. <br />Curve No. <br />Compaction <br />Compaction <br />East end <br />-2.5 <br />TANK EXCAVATION AT <br />115 <br />2 <br />96 <br />95 <br />6 <br />10-8 <br />Retest of #4 <br />EAST CENTER OF SITE <br />116 <br />2 <br />97 <br />95 <br />7 <br />10-8 <br />1 <br />10-8 <br />East side <br />-11.0 <br />15.4 <br />118 <br />1 <br />94 <br />90 <br />2 <br />10-8 <br />Southeast side <br />-9.0 <br />14.4 <br />117 <br />1 <br />93 <br />90 <br />3 <br />10-8 <br />Northwest side <br />-9.0 <br />13.9 <br />117 <br />1 <br />93 <br />90 <br />Accrylai Wbrmluf � lee^f placeaee were ueG re Wec leu, lLe abets OaY Y pemlxd fe bl(Melim pupae mly. m as rEamce of cmllrvwr abcrv.Ymr or ow peer®el Y aie Ilse. ve umtl e�mr �a aploim <br />u to We tlequrry of rlb papuanm a oveW aL cmpcllm. We ao uol WeNtr We alYeoLLe of wvue'llm, nor ao ve ellc�s We cm��..... of hu prilnry mpomiailily b pruauce • ��lelna pmjm cmfanuiry b 14e <br />plul. pt� W pc.&, m. Capyriahl 1996 KIei .kk, ae. <br />FOOTING BACKFILL ADJACENT TO <br />SOUTH SIDE EXISTING RETAINING WALL <br />4 <br />10-8 <br />West end <br />-2.5 <br />16.8 <br />93 <br />2 <br />78 <br />95 <br />5 <br />10-8 <br />East end <br />-2.5 <br />13.6 <br />115 <br />2 <br />96 <br />95 <br />6 <br />10-8 <br />Retest of #4 <br />11.3 <br />116 <br />2 <br />97 <br />95 <br />7 <br />10-8 <br />West end <br />-2.0 <br />10.9 <br />120 <br />3 <br />97 <br />95 <br />8 <br />10-8 <br />East end <br />-2.0 <br />11.9 <br />121 <br />3 <br />98 <br />95 <br />TANK EXCAVATION <br />9 <br />10-9 <br />30' west of existing building <br />-4.0 <br />16.2 <br />116 <br />2 <br />97 <br />90 <br />10 <br />10-9 <br />15' west of existing building <br />-6.0 <br />18.6 <br />111 <br />2 <br />93 <br />90 <br />11 <br />10-9 <br />20' west of existing building <br />-3.0 <br />11.2 <br />117 <br />2 <br />98 <br />90 <br />Accrylai Wbrmluf � lee^f placeaee were ueG re Wec leu, lLe abets OaY Y pemlxd fe bl(Melim pupae mly. m as rEamce of cmllrvwr abcrv.Ymr or ow peer®el Y aie Ilse. ve umtl e�mr �a aploim <br />u to We tlequrry of rlb papuanm a oveW aL cmpcllm. We ao uol WeNtr We alYeoLLe of wvue'llm, nor ao ve ellc�s We cm��..... of hu prilnry mpomiailily b pruauce • ��lelna pmjm cmfanuiry b 14e <br />plul. pt� W pc.&, m. Capyriahl 1996 KIei .kk, ae. <br />