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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />t <br />1 <br />1 <br />F 0 X~ Consulting Engineers and Geologists <br />COMPACTION TEST RESULTS <br />MOISTURE - PERCENT OF DRY WEIGHT <br />150 <br />140 <br />0 <br />0 <br />130 <br />m <br />V <br />K <br />W <br />d <br />N <br />z 120 <br />O <br />d <br />>-- <br />F- <br />W 110 <br />O <br />K <br />O <br />100 <br />90 <br />Fn",y N(1 d5-~ <br />F Ad FOX 6 ASSOCIATES. INC. <br />4TS INDEPENDENCE STREET <br />lh'HEAT RIDGE, CO~ORA00 6.^03J <br />(303) 4245570 - FMFOX <br />25 <br />MAXIMUM DRY DENSITY (PCF) 123., PROCTOR NUMBER - <br />OPTIMUM MOISTURE CONTENT (%) _ ~~`~ <br />AMOUNT OF 1'r1TERIAL FINER THAN k200 SIEVE - <br />ATTERBERG LIMITS: LL 27 PL 16 pI 11 <br />SWELL/CONSOLIDATION RESULTS: - <br />SAMPLE DESCRIPTION _ _ CLAY _ <br />FROt'1 Test pit 3 ai 1' COMPACTION TEST PROCEDURE ASTrI U-1:,57 <br />CHELK POINTS 116.'tPCF @ 7. C, ~ 115~L PCF @1.;z..f~$ <br />L23_gPLF @ ~2 X l11_q PCF @l7.4 Y <br />t9~ 1PCF @ 1~iufi.Y __PCF @ ._$ Firllur 17 <br />