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~ ~ FOX <br />' 150 <br />1 <br />i ' 140 <br />' r <br />O <br />I` 130 <br />' U <br />m <br />u <br />. w <br />a <br />~ y <br />r 120 <br />' O <br />a <br />h <br />= 110 <br />w <br />0 <br />r <br />o <br />t 100 <br />' 90 <br />1 <br />t <br />!H N0. 45-3 <br />Consulting Engineers and Geologists <br />F.M. FO% 6 ASSOCIATES, INC. <br />4765 INDEPENDENCE STREET <br />WHEAT P.iDGE. COLORADO 80033 <br />(303) 4245578 - FMFO%' <br />COMPACTION TEST RESULTS <br />MOISTURE - PERCENT OF DRY WEIGHT <br />~ 2.70 <br />c~ <br />.2.65 <br />2.60 <br />ZERO AIR VOIDS CURVES AT <br />100% SATURATION <br />MAXIMUM DRY DENSITY (PCF) 122.7 PROCTOR NUMBER <br />OPTIMUM hfOISTURE CONTENT (%) 10.7 <br />AMOUNT OF MATERIAL FINER THAN #200 SIEVE - <br />ATTERBERG LIMI75: LL _~_ PL 17 PI 8 <br />SWELL/CONSOLIDATION RESULTS: - <br />SAMPLE DESCRIPTION CLAY, silty <br />FROM Test Pit 1 at 5~to 7' COMPACTION TEST PROCEDURE AST~•1 D-1557 <br />CHECK POINTS11F.4 PCF @ 7.7 A 110,Fi PCF @ 1L2g <br />122.2 PCF @ 10.7 ~ 106_4 PCF @ 18.98 <br />11`x,? PCF @ 1a.5 ~ _ PCF @ - : FIGURE 13 <br />