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SC-Town Center E8-LR 931012RoneMateriaisEngineers .Rone... Engineers ._.._ _ Geotecnnical Consultants i Mortar Cube Report ! Prolec! i Town Center Elementary - Coppell, Texas . J NumOer i Sample Date i Report Date i D3080C-24632 ' :1.0-04-93 i 10-12-93 iTo Coppell ISD Contractor K.A. Sparks Supplier On Site Cube Size ! Time Sampled : Location cf Placement 2 X 2 3:47 pm ~Stage wall-S.W. Interior wall 15th-17th Temperature Weather Concidons Ambient 81 °F I Mortar 82 °F Mostly sunny Materials Description Weight (Grams) Cement Type N Fine Aggregate #1 Fine Aggregate Admixture Water Added Air Content Specimen Age Flow ~ Total Load Compressive Strength Strength Required Number (Days) Date Tested (in). I fbs ) (psi) (psi) 1 7 10-11-93 i 1950 490 * 500 @ 7 Day? 2 ~8 11-01-93 900 @ 28 Day~ 3 ,2 8 11-01-93 Curing Method and !Test, Method Cubes Made By ASTM C 109 ~ . ~m 'r-y Moo'r'm Remarks and/or Distribution *Does not meet 7 day strength requirements as per ASTM C-91, Table 1 Rone Engineers Rone Engineers Ron 'neers GeotechnJcal ConsuRants Ma[ed-~s Testing i iConcrete Cylinder Test Report Proiec':_. I TOWN CENT~ EL~ENT~Y - COPPELL, TE~S ~080CC'01-24631 i OCT. 4, 1993 I OCT. 12, 1993 OPPELL I.S.D. ~ w~ o~ w~s~ s~ o~ c s~s~o~ ~o~ ~ co~o~. ~. s~s co~c~o~s, ~c. s~ IMORE ~P~m ~T~ck ~cke~ ~ 06 ~ 310 ~ 1012216 ~ ~m¢, S~ ~o. : 64 ~ 78 ~ ~p,~ ;WateFAoo~ 0 0 GALS i ' ~Ohvs~cai Data ACTUAL ' SPEC~FiCA~ONS SL~P (in.) 5 iConcrete Cyiinder Test(s) ACTUAL SPECIFICATIONS S.2ecimen ~ Age : Tot Loaa ! Comoressive STeng~ S~'engln Recuirea No. ! (Dsys) , Te~, Dste I .~bs.) ~ 312 ? 10/11/93 76500 2710 3000 313 28 11/01/93 314 28 11/01/93 315 HOLD HOLD ,~.a ~. {~ngi~r~~ B~L (RONE) AS~ C 31.IASTM C 39 ~~~%~5D./MICKEY ~PER (1), CITY OF COPPELL/~Y DAVIS (1), K. A. SPaS CONT~CTORS, INC./E. J. WILLIES (~), S.H.W.I.N.C./ MIKE E~ORE (1), S.H.W. I.N.C./JOE C~DDOCK, V.P. (1) , K. A. SPaS CONT~CTORS, INC./E.J.WILLI~S (1) " Rone ~glneem