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Laboratory Compaction Characteristics of Soil ~(s~§ <br />(ASrM D698JD755~ O IGI:S ZOD~i <br />. Project: Sunrise Engineering Boring No.: TP-4 <br />No: M00256-008 Sample: Area 2 <br />Location: _ Depth: _ <br />Date: 12/28/2004 Sample Description: Not requested <br />By. BRR Engineering Classification: CL <br />As-received moisture content (%): Not requested <br />Method: ASTM D698 C Prepazation method: Moist <br />Mold vohrme (83}: 0.0750 Kammer. Mechanical-circular face <br />Rock Correction: Yes • See results below <br />Optimmn moisture content (%): 14 <br />Marimnm dry snit weight (pefl: 114 <br />Point Number +2 +4 +6 +8 <br />Wt. Sample + Mold (g) 10724 10931 10984 10916 <br />Wt. of Mold (g) 6567 6567 6567 6567 <br />Wet Unit Wt., ym (pcfJ 122.2 128.3 129.8 127.8 <br />Wet Soil + Taze (g) 805.9 836.9 SOS.9 953.1 <br />Dry Soil + Tare (g) 751.04 765.06 724.03 847.85 <br />Taze (g) 213.9 219.9 182.2 222.5 <br />Moisture Content, w (%) 10.2 13.2 15.1 16.8 <br />Dry Unit Wt., Ya (pct) 110.8 113.3 112.8 109.4 <br />*Correction of IInit Weight and Water Content for Sor7s Containing Oversize Particles <br />• (nsrM Dansi Oversized fraction, +3/4-in. (%): 18.0 <br />Corrected moisture content (%): 12.2 Moisture content, +3/4-in_ (%): 3.8 <br />Corrected dry unit weight (pcf): 119.8 Sieve for oversized fraction: 3/4-in. <br />Bulk specific gravity, Gs: 2.5 n~„a~a <br />120 <br />115 <br />110 <br />105 <br />100 <br />95 <br />90 <br />85 <br />• <br />80 <br />0 5 10 15 20 25 30 35 <br />Entieried ~ -~ <br />Reviewed: ~~~ LIPROIEGIS_SODflb00256_SV®¢_Et IS 3S_Ot~PROC10&vtxls]I <br /> i <br /> Maximn~ m <br />l <br /> weight = 1 L ,(pttJyA~,y X Maximum dty unit weight and <br /> . ., <br />zavt <br />- optimmm moishme content <br /> , <br /> <br /> .~ ,` <br />. <br /> ~ <br /> .~ ,` <br />. <br /> ~ ,` <br />.~ <br /> '. <br />• <br /> . <br />.~ ,~ <br />~ <br /> . <br />•, <br />.~ <br /> ,~ . <br /> <br />