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Austin Place-CS 960918REF'-19-'y t? I~~j kJ~:d~ ~M R~I#[-=MIA. Ills. ti3s`~i -4~.'`.~ .°°,r9~9v ~~~~ CONCRETE MIX~DES~GN #732 CLIENT C fiY Young Construction DATL: 9/18/96 PRQJECT : Austin Place LOiCATYON CoppQli, Tezas MI8 # 732 DESIGN SpECYSICATI0N8: 6.0 sack 1tRA/ALA (Manh ole Coflstrnotioa) 28 Day StrQngth: 4004 psi Cmnent Content 6.00 sack Sly Ash Content 00.0 ~ Masim®ltn Placemwnt Slump : 4 inch Aggregate Sise aSTM C33 Sine No. 57 iiateX Reducing Admiztnre: ASTI~i C494 Type A or D Air Bntraininq Adutizture : A$T![ 0260 3 - 6 ~ Maz 1(/G Ratio: 5.5ga1/sack NATSRIAL3: One Crsbic Ynrd weight: (SSD) ABS_VOLUMR Cwaaont ASTbt C150 564 lbs . 2.869 Fly Ash ASTM 0618 00 lbs. Coarse Aggregate aSSU ~,ba. 1~.Odz FinQ Aggregate 1254 lbs. 7.581 1~-atex 30.0 gals 4.138 Admizture ASTM G494 17.o as/ya Adrnizture ASTM C260 2.80 oa/yd 1.350 r. pLSA88 NOT$ ASTM C94 Standard Speai.ficatioria for Beady Mix Concrete states as follows: "Whes1 the ooricrrla+ stxerroth is ue~ as z busi.s for acceptance, bhp ,.,a.,ur.~~rtiurar w1-i11 ~o anti t1 ~ to ocFi~i9 ~f' ~rgt rQportai.. The ..SJy~.~/~<iYil ~1~! YlPplrl.w iin~ 1'i^t^ r~nnrrr~r muril~ ~iiil ii~itifi~ ~.Z T~+Mi91 T 11 A~1.1.IT.117r7~11 MiLLt7t ~111.~Cti~ ~ ~~ cn..c.a.a vj~ rrrtir-r1fL1~ l~t~~ i^ U.~ .L11At~lY1f t 7'1 /~ ..'. ~,:i !!!1!9 !l18+~1w DI~OI~1 41U]L711 DY YTY $`i'i? f ~'+~sy L CLS~ r 1 ani• ~ataaa xv.retiOa~s 1d~r+~7~•• f~ . 1c7'~. Nf:t~l.M~Y. Inr aeH~n~~. ltrlYrrr.w..:, IYII.1:/.I.f.llf I.~~V..~ 1..1{IP 1aQ..JerroNwn, i~xa r~uu/ PNpNE: (2741 242-4550 ~n •. I77 Al 79i AliB SEP-19-96 THU 07:00 AM REDI-MIX_:INC_„ 817 485 5985 P. 01 REDI-'k[I]C C4NC~tETE, INC. 1445 MACARTHUR DRIVS CARRQLLTCN, '1'x 75007 (214) 242-4550 Frequency Distribution Analysis 28 Day Compressive Strength Mix: 732 F~c: 4000 psi 09/18/96 HIX DS3CRIPII'ION - ~--. 732 ----------, 4000 psi --------~- 7/27/95 DeBCription G SACK Ap/A3R Source VARZQUS Con 7 day 28 day 7/28 Sample Slump Tmp Conp Comp Ratio ID in deq F psi psi $ GC_~-SSr~=2~Y•..~c~=a~M>tc~i .~~__sZG's~ -~C=aCT.a~~ta'r-~ - ='~..~t~==L^~~ -^5~~--'_-_-~~ -~._ 168615 4.00 - 5310 6,55 0.86 55361 3.50 9Q 4180 5054 0.83 31875 4.00 74 5125 5715 0.90 55510 3.50 $4 3620 4505 0.8.ri 55618 5.00 90 4170 5175 0_81 41.h4li d,QQ 9(1 4G5d S?$~ U.t30 i~~P4 ~4.nn ~~ n.snv JS~J 8.91 20310 ~ 4.00 9]. 4f~7f! 5665 O.E32 2049Q ~.~~- H9 4p1~ ~7:1~ non ~nrsi.f 5. UU 6D X1080 5245 r1.7R 'i51 R1 '~ ~n 58 49O : ~~ ~d u. v~., :i5:i39 d 9r5 ~1 i7'1R f37AA ~• u.c ~~:.~:, f .oo ru d i an ~~r~n o, ;10 inns a r ~^ ^~ ... ,. ..~~~ ~.^~ d~~ ~ ~~ ~ dAi , n ~~ 7~ s ~ ?7 ' aw~ ti 11.:x cuc ~ .n~ .. •.Qay -,~,11•, ~j. ij~J ~~~~ 1 _- ..v:v ....... c ^~~~~ r nn ~' _.v.. v. V7 Q4li~ ~. ~i« ~.~~, ~lbsD 7V~kN ~{. flu 71 F~i44 ^ Q4 uu nn~~ ~,,..~, 11 , .~, nw 1 1 1 r n11 nn IL*71 ~~~,, •r.nl nnu., ~ u ...~ gyn. uNLV i11; {1 YYIVd '1=1111 till `1~~ 1+, `, ~~ 1 - + J ~! ~~ 1 ~ ~ ~ ~~ ~~~~ ~ ~~ ~~~ ~ ~ YV JY p 7 SEP-30-95 M4N 10:28 AM REDI-MIX.INC. 817 485 5985 ' ~~~~~~ • .' CONCRETE MIX DESIGN #110 CLIENT scan Dose PROJECT Various / City LOCATION : Coppell, Tezas DATE: 9/30/96 MIE ~ 110 DESIGN SPECIFICATIONS: COG A / 3000psi 28 Day Strength: 3000 psi 7 Day Strength: 500 fles Cement Content 5.00 sack Slump 2-4 inch Fly A$h Content 00.0 $ Aggregate Size 1 'e-~4 crushed stone i4ater Reducing Adxai:tore: ASTM 04 94 Type A Air Entraining Admisture: ASTM C260 4-6 $ N/C Ratio: 0.48 MATERIALS: One Cubic Yard Heights (SSD) ABS.VOLtJME ~cnent A$TM C150 470 lbs. 2 391 Ash ASTM C618 000 lbs. . ~oarso Aggregate 1971 lbs. 11.791 Fine Aggregate 1240 lbs. 7.861 Eater 27.0 gals 3.505 Admixture ASTM C494 14.0 oz/yd Admixture ASTM C260 2.10 o>c/yd 1.350 c PLEASE NOTE ASZM C94 Standard Spocification• for Ready Mix ConcrQte stages as follows; 'rWhen the concrete strength is used as a basis fvr acceptaaae, the manufacturer shall be entitled to copies of teat regorta.. The individa~al xhv aasttples and tests COi3C=et0 IAU~ti 1~ CArt.ified AC2 Level I _ n Additional water added in excess of specified slump is at customers risk. TO SURE PRO ER DESIGN ORDER BY MIX #110 ~! :3o-9G Gary fle ron, CSI ~ ate Techn'cal Sorviees tdanagor P.01 REDI-MIX, Enc. GENEitAt OFFII'F/1445 MacArthur Drive, Surte 13fi, Carrollton, Texas 75007 PHONE: {2141 242-4550 FAX: 1214) 323-0759 SEP-30-9E. MON 10:28 AM REDI-MIX,INC. 817 4$5 59$5 P.02 Frequency Distribution: zs Day Compressive strength Con 7 day 28 day 7/28 Sample 31ump Tmp Camp Comp Ratio ID in deg F psi psi ~ 3.91 75 3447 4269 0.87. Standard Dev fa t ion - - - - - -- - - -- - - - - - - - - -- - r _.. r _ r r r w r w w.w w w r w w _ _ -.. - -- - - r _ r _ -_ -,~ 0.67 12 397 379 0,05 Range --- ---_--_........_-____ -~--------- -------~----.._. ._»..___..___~_-_ ___---_--_ 2.00 < 59 2790 3675 0.72 5.00 91 4200 5015 0.90 Coefficient of Variation - ------------ -~-___________. .__________~_..~. .»»..__..___ 17.07 15.72 11.53 $.87 6.61 P. 2 SEP-30-96 MON 1@:29 AM REDI-MIX,INC. 817 485 5985 P.@3 REDI-MZX Cf3NCRETE~ ZI~TC_ 14 4 5 1'~AGARTHUR DRIVE CARR(aLL,3'ON, TX 75407 (214) 242-4550 Frequency distribution Analysis 28 Day Compressive Strength Mix: 110 ~''c: 3000 psi 09/30/96 MIX DESCRIPTION llo ~~-_______ 3aao psi -_______.._ 8/az/9~ description 53AGK/COG Source : VARIOUS Con 7 day 28 day 7/28 Sample Slump Imp Comp Comp Ratio ID in deg F psi psi $ _~.-ac~x_~~~.S:.t~~==~ass~~~aa=sc~~c^-~=zcc==2.r~.~3~=====o~aSa=x~31~ :~^.a^ =~ :L.~.~7cTs 105900 3.75 65 3460 4005 d.86 106012 4.25 68 3930 4450 0.88 106017 3.50 68 3680 4210 0.87 106022 4.25 68 3600 4].70 0.86 210455 3.25 89 4160 501.5 0.83 ],23132 4.50 81 3100 4015 0.77 106466 3.50 90 4200 4800 0.8$ 123140 4.50 83 3020 4065 0.74 123146 4.00 85 2820 3805 0.74 4421.2 3.75 88 3030 3800 0.80 _..__....+~.__r.-.-.__-rrr___r.._.._r_rw_~.___.n..___r.r__-__r.._-__wr..._._~..+..r:.. ~.-rr«..__-_ 94«27 4.00 89 3170 4055 0.78 102844 4.00 89 3620 4720 0.77 123356 4.25 88 3440 4635 0.74 1.26145 4.50 91 2790 3675 0.76 11596 5.00 60 3320 4050 0.82 46685 5.00 60 3645 403D 0.90 46$62 3.00 66 3060 4260 0.72 47042 3.50 60 3770 46y0 0.81 47215 2.00 < 59 4005 5015 0.80 808y5 4.25 60 r _ 3220 __-r~____ww_-- 4095 ww__r_rww~_-.YM r 0.79 ____~M___ -__M_~.-__..+-.~ 36388 ....rw-.r___rrww. 4.00 ..._r..r..___ w 70 3180 3950 0.81 30009 4.DD 79 3520 4565 0.77 40275 3.00 70 3295 4175 0.79 41868 4..00 70 3700 4210 0.88 Count _______ __r~____.,____ _..____».._--. .----....__rr___~ ..----....---.,...,__ _-..___...._ 24 24 24 24 24 P. 1