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Laboratory Compaction Charrcteristies of So~7 <br />tnsn~psvsiniss~ <br />Project: Sunrise Engineering <br />• No: M00256-008 <br />Location: _ <br />Date: 12/23/2004 <br />By. BRR <br />Method: ASTM D698 B <br />Mold voh~me {S~: 0.0333 <br />E~E~ <br />®u~s zaoa <br />Boring No.: TP-1 <br />Sample: Area 1 <br />Deptb: <br />Sample Description: Not requested <br />Engineering Classification: CL <br />As-received moisture content (%): Not requested <br />Preparation method: Moist <br />Kammer. Mechanical-circulaz face <br />Rock Correction: Yes s See results below <br />Optimmn moisture content (%): 15.8 <br />Marimnm dry unit wei¢Itt (pef): 110.9 <br />Point Number As Is +2 -2 -4 <br />Wt. Sample+Mold (g) 6128.9 6112.2 6023.8 5942.2 <br />Wt. of Mold (g) 4186.9 4186.9 4186.9 4186.9 <br />Wet Umt Wt., ym (pcf) 128.4 127.3 121.5 116.1 <br />Wet Soil + Tare (g) 667.4 674.8 705.2 698.4 <br />Dry Soft + Tare (g) 605.01 596.34 642.19 648.58 <br />Taze 210.3 160 179.8 212 <br />Moisture Comment, w (%) 15.8 18.0 13.6 11.4 <br />Dry Unit Wt., Ya (per 110.9 1079 106.9 104.2 <br />=Correction of Unit Weigbt and Water Content for Soils Containing Oversize Particles <br />t^SS~'M nos) Oversized fraction, +3/8-in. (%): 19.1 <br />Corrected moisture content (%): 14.2 Moisture content, +3/8-in. (%): 7.2 <br />Corrected dry unit wtigbt (pcf): 117.4 Sieve for oversized fi-action: 3/8-in. <br />Bulk Specific gravity, Gs: 2.5 Assumed <br />120 <br />115 <br />~ 110 <br />v <br />c <br />y 105 <br />~°o <br />3 loo <br />ti <br />~ 95 <br />A ~ <br />85 <br />• 80 <br /> <br /> x IVlaXInlaID dry un0 Welgbt and unit <br /> ophm°mmrnsmrecontent 1fta,9Ypcf) <br /> <br /> vLCs=z~ <br /> visa=u <br />.~ <br /> . . <br />~ <br /> `. '. <br /> •. <br />. <br /> , <br />.~ ,, <br />~ <br /> . <br />•~ <br />' <br /> ~ <br />. <br /> ~ ,~ <br /> <br />. <br />•. <br /> ~ .~ <br />.~ <br />.~ <br /> <br />0 5 <br />ENered by:~~ <br />Reviewed: ~iL <br />10 15 20 25 30 35 <br />Moisture content (%) <br />torxom~s_moa~moozsa s~ E_~ a oNrrtocma.~y <br />