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Northlake WE P10B-LR 940409
OBO- ~. eOMPaq, TXMO BIlGXIlBBltfl Xllt TB~IX~e ..,vi rordente[ Assessmems XIK~, Soits & Foundations Construction Hateriat8 Testing "Excettence by ExperienceB CoanercJei & lnclustrJ&[ Inspection PO Box 925;,8 , SoutMeke, Texas 76092 · (817) 329-0281 MoxaTuRR -DBMHXTY RRL&TXOHH PRO~TBCT: Northlake Woodlands ~10, Phase B LOCi~TION: Coppell ~OB #: 94-1104 DATR: 04-09-94 DI~Y: Saturday Fircon Venture LTD CLIENT: c/o TipCon Engineering CO~CTOR: Site Concrete ~T~X~ T~B: Tan & Bro~ Cl~ey ,Sand 101 __ 99 97 __ -- ~' 95 93 9! WATER CONTEN~ PERCENT ?YPB OF TBHT~ RBaULTS~ XX Standard Prostor Maximum Dry Density 97.6 PSY Xodified Prostor Optimu~Xoisture Content 25.1% Other: PROCTOR # 2 MOXHTURB -.DBMBXTY RELJ~TXONfl PRO~BCT: Northlake l~oodlands #10, ?base B LOC&TXON: Coppe~l ~OE #: 94-1104 D&TE'- 04-09-9~ DAY'- SaCurday ulrcon Yenture LTD Ov.X~I~F-" c/o Tip,on En§tneer~n§ COI~JRi~CTOR*- S±Ce Concrete I~,T~RXJkL T~PE~ Brown S~lcy Glay 109 ................................................................. 107 103 101- ~ ...... 10 12 14 16 18 20 22 WATER CONTENT, PERCENT TYPE OF TEBTg REBULTHz xx Standard Proctor Maximum Dry DensXt¥ 106.8 PBF Modi£Xed Proctor Optimum Hotsture content 17.3 Other: PROCTOR #1