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Nash Manor-CS0205029728692977 05/02/2002 15:22 9728692977 NOllA CONSTRUCTION facsimile T R A N S M I T T A L T0: Nova Construction Attn: Dave F~ 9T2-869-2~7T 9 pages to to 1 RE: Concrete Mix Design ~~~` ~ ~' ~~ X~ ~ ~. ~a~ ~n~ ~~ ~`~ ~' ~~ PAGE 01 ~i2a,rv~ /V o~rai ~~ (~-L1c7c~ . FROM: .lanet Kinard qua 1 i ty Con tro l Lattimore Materra 1's Co. P.Q. BOX S56 McKinney, Texas T5070 phone 9TH-,~21-4646 Fax: 9TH-21I -9647 ~ ~I~~ IYY - _ Y M ^ ~~ 05:'0212002 15:22 9728692977 NOVA CONSTRUCTION PAGE 02 Chant: Neve Canstrucliort OaU: 24-Apr-02 Pro1SCU Nash Manor Coppell, Texas Materiels: Cement; ASTMC-15o. tyr» i Flyaah. ASTM C-815, Clesa C Coarse Aqq : ASTM C-33, t"-Ia4 CrueheC Stone !•Irts Aqq-~ ASTM G-33, Cpntrate 3ar+d Admixtures: ASTM G~94, Type A or d AsrM c-tea 1 Cubit Yud py Walyht • SSD IJae oevln9 • Mend P4:~r!wnt Mix ko. 842 StnnQth ~ ?B Daps 3t>00 Nr Cement, Ibs 584 Fly aih, Itts 0 C. Aqq., Iba 1850 Certd, Ibe t'ta5 Wetrr, Itfa 282 W1R,os 22.9 A(: A. os '~ Tout weight 3927 Unit YYt, tt1CF 1 a5.22 wtC Ratio, >1 0.48 Fly Aeh, x ~ Mszimum Temp. deg, ~ Slump, Incur 3•S Air, xantrained S-5 Uttintere RNdy Mlx yusrantsss the above mir dssiyn w111 achisw the spealtisd etronpth when tested att0 avaluatad in accordance with ASTM G174, C-31, C-79 and C•114 end when the reaorrtrnandsd procedures for plecemvnt and curing outlined in ACI ~oerwa are tollewed. In sccordante with ASTM C•g4, Lattimore MrteAala Co. nqussts utet copra of sil strength tests br fenwMed to eur tlusltty Controllkparansnt. JH Lattimore tilaterials Company P.O. 0ox 55f • M1lcKinncy. Texas 75070-0556 (9'"11221-464b (9:'21569-~64ti w ww,Jl[1GU..QIII 051©212082 15:22 9728692977 NOVA CONSTRUCTION PAGE 83 April 24, 20Q2 NDVa Construction Via Fax: (972) 869-2877 RE' Nash Manor Coppell, 7sxas To Whom It May Concern. Enclosed please find the mix design submittal for the above-referenced project As you wdl notice, roe aro submitting MI>< No. ~7 (3600 psi) far this project. This mix ie beir9 submitted with f+eltl test data from MIK No. 44, which uses similar mateifals, in accordance with Section 6.3.1 of ACI 318_ This section allows: Conc~rots for Gackground tests to determine standard peviafiOn la cons/dened ro bs "stmllar" to that rspuired if mad9 wrth the same general rypss of Ingradier.ts un;ier no more rlgatnC/+ve Cpnditt0lta over malarial quality en0 prc~dtn,Ylon methods Phan on the propesad work, and Hits stisahed strength Coss not de-vtete more than 9000 poi born the £c rwquired. pats hom Mts No. 42 furry cornpliag with the requirements of AG 318, aid is currently 'he only data we have available. This mix is Considered "similar' to its CounterFart, as it is proPOAlonsd with the same weights of txmentMiaus materials, and the type and amounts of coarse aggregate and admixtures have not chanpsd. The water content hoe been Increased to more accurately reflect field water demand, and tho sand has bean ad)usted for yield. Wa appreciate your consideration, and respectfully request to bs included o~t the distribution list to rsceiw copies of all concr~ts test report on this project, so that ore can provide data for future projsea. Section 4.9 of ASTM G 94 states friar The purchaser Shalt ensure that the manufacturer is provWed cupres of dlt reports of tests psriorrrred on concrete sampres taken to Determine complancs with SpeG`icatipn requirement3. 7ttank you for your asa~atmce, and should you nave any questions, pleasd soli me at (972} 221- at3a6. Sincerely, r~t~y ~. x~--~ Timothy P, Kaiser Qaaiity Gontrd ReprtsenWtive Lattimore Materi~1s Company P b. Box 756 • Mc tCittney, 7'exaa 77070-0336 rg72) azt-d6~6 19;2; 5ti9-a646 www.irnC?~..: 0!tt 05/02/2002 15:22 9728692977 NDUA CONSTRUCTION PAGE 04 Plastiment "~' rsu yotw DESCRIPTION Flaed rient ca a wd'ErrpduGlnq an0 '0- ttfrding adm~~rhr'e P~dS!imer' c.ntarn5 nr7 Cd!CiUm crJO•idQ Jr any Ct~~er inlet'- tiCnally Addoc UCa~idea ~Idatl!ilent nteZ's my rgquiremer~t8 OI ~S5TM C.-494 Ty n as B an O D and AA°i H 70 M19i Typos C ano L-%. APPLICATIONS Plano-runt ie •vc~ ^uranded for ut.e when ever nign quail'tq cor'cfete i+irt areC!U- b71e and COCtrc"led Bet bne4 iY d451!ed l!ae :r. 11a1wcrK a^~d t~urllcr~'d~ Or vert%~~1 ~''-%pt Greg p39eCYarts w~r*%2 a SUDeriOr °~''y!'E trrtish is required. ADVANTAGES P1as;iment 15 higny ef`cCbve in hc! weather Ccncretirry to ofFt+et tie acc51 Aralin~ et1@Ct9 t)f nlg~n amplest temper a• tyres by COrNfG~:inp Ise naa' Of hydre~ 4nr ConCiett! wOrkdt)iliCy I5 8nil2f'CPd and a 5u ae for surface tin~ghls ~Utaina!1 eENFfIT'8 • In iruSS GO%tCr®ta aora Plasome~! ccrtrc!Y:enporaturpnepand educes the nsh Gf tnerrnel crerk rq • bi:4a! sec rimes ere deieyed~ s~lpw~n9 t me for proper p!s,:erert an~~ tirneh• inp without cold ie,nta ~~ tta wtetner gnr dBion a • Ptaatlrnent hlpreaS@b cpncref9 denatty and dpJvprg nCroaGree Aar!y and ulh~ ~%9te, CCmpr bs 9+ve end flPxura{ strength9 Warier Raducing end Reterding Admixture {Types B dr D) • Fcr `latwcjrk aop6cahCr~g vastime~tt ECtS a6 a hNShinQ &id. wor k.ebi'it~~ iy improved, deed+n~ IS cOnVmled and a SUp6t1p.' SU-'aCC :ihigfl 19 Obtr.~n~.rt • lower water cereent r3t,G5 oro'd~.~e tlec reased peen pa `UiCry and m crease!: durabil ty, Gombinption with other Adl++lfctures: PIaS:iireN woras effec'twely a5 d Sind? adct!xture o ;n comb!na-ic~r~ wia 4r7•,e' admixturos - one .t:a 3ysten PACKAGING Pcs;omenr %a supp%isC ~ 55 Qaii~"~ i?Gri iite~ ; J'UrnS d',d bulk Qeiivery 5 TCRAGE A ND SMEL ~~ tFE Plaaliment 5hc•.~Id be stored 4t above 3U°F (~ t °C} It +rptgn, thaw and agciate th70Vgmy tU rglUrn 1C nOrTdl 5'3t? pF10'e JB~i rfhf L•'~ire Whe? St:~r@i~ fn dry wArallnC~E co~,~;~7br~ between:iC~`c and 6r•r l1:i'G 27°t"; is one yea' r!in rown. ~~o~v ra use caur~oly DOSAOC f~dd~tlo%t rates of Z ~ ~ 'i. oz.lin0 ibS (t3C-260 m1/100 ky) COmart aro rec- Cmmenge0 Tor Qeneral Goncr6la ap9'ica- Cons. '+Nhere extended ratArdaU^.'t •equireddosage maybeincreased. Ploase contact you! local Slaa Repreaentat ~a fCt inlOnrttetiD'1 er'~C asSrSr@f CC AI/XINO Add Pld6ti~~prt ar 'rm conC•e[e p~a,t. I'~aaGWp required quantity manceliy cr b'r autometeq diS(:enser Add inro ?na sane et the netplt ncpper Ur InrO ,re 'Hater Itne ai the torch plant. 'Nhpr usee 1n CO't'tin OFOO wr'n Oit,er admJtdures, care miss bA taken 1C c}iS- pYnYe each admlxFU/e 9tpard:e!Y 1st!; the m'a. Do not miw. with dry Gempnt. Sk%n and eyc hritant avoid contact. Tho ,,sa o` NidSH(wiSNH approved rasoea- 4Y, safety QOggIHb arc rL~bber glove8 iS reeornmendad AvDid:NPafhingplCduct Uas wl+h pd~W 9;8 'IanUl3'ion. RLr*~c ve eorrarninatefe c!ornin~. crgST A10 Wtfsn akin with Soap ;[nd wata~, Ir. c:.3e c,f eye CCrltaOt. hy8n wits, wafer f0' 'S minutes,contactapnysiaan washclotn- ing bpforo ra-use. L'L EAM UP Gonlein dnd CBtICCt Wdn 9 baofbenl mate- rtat L7rspOSe of m acCOrda!•C@ Wltn if4a' smtoand`eanra rcpulatir;ns AFTIMCi1111fICATitfJN ASTMC 494 Types 8 anq A COL OA Y9HOw; G rpan 9PFClFICQAAVITYpmrl t tB : t).5 pH : is CNLOkfOFS % •- : t l5/Fi2/2e02 15:22 11/7 YppD DkSG'FilPT1ON ?lastoc+ete 1y1 i; a polytror•tyoa water rRtlunrng a01-IIxtU:'C. Pialtnr, {elp 101 ccnrai,.r nc cn4>ri~ip6 PlaalCrr¢t¢ S67 meHa the feCtUll6mpniS of 'La'" 11v1 C-4941 ype A and AAaF^TO M 194 Tyoe A. APPLICATfbNB PIa9lncr¢i6 161 iS rCCOmrVended'Jr VSF ~n al' ep,-.li;:atrons wttere hipn aJa,ity cor+r-retr. ,nirYt supei,Or ~rrkdbility And nCr rt~Al sat6rg b~BB r5 r9Qltir40 sow fr tNGRKa PIaSIGnrptA 16t water reducing adrnix- tur6 provides an gconcrtical Ono hrg`+'Y ettgclive r~ear;s of reducing the amount cf mixlrgwater roquuedtoproducf Oon• crp?E n' a certain slump by acting as 9 dispersant tc•' Fhe cp'rpr.t Qer!icla5 rrt tt+e mix. 1'hrCJq~ th~a n~DpereinQ eCti0n tTiUp nr the surface area vt the Oernent parnc,oa IS availabletorearly'lydtabcn The more c@mpnt parUClHS hydrat¢d by contact with the mixing water the greeter tl'R cortprpFSlva s'renglh or the conCreffi. ADVANTAGiS Plastccrale 1st +5'ormulated as aTypp A watR' ratlucpr rc allow 7 ~ tJ96 wafer redUCtlnn and rnexrn-•i20 the ben@tltb C' inc'easec hydration N1 both the hpro- ened and piae'~, states. BENE'f1T8 • Reduced water contei~r +equired 10 echrev0 des.rbtl alumo, inC'Bdsos QOmpresaive and flexuliil SirenQih6 ®nd a~lOwa the tS6 C,t +t1plp ptprl0rnn C 31 mix@a. • lmprgvgd paste quality makes w~- Cret9 eHa'.@r h7 DUfnD and tN 19n. 9728692977 NOVA CONSTRUCTION Plastocrete~ 7 61 PAGE b5 tr'87 Wa1rr RodueJnq Admixture Type A) • Gons~BtentnormalSbttngtim@stnrougn• qu! the recpn•.mpnded dosage. . ~uwar waver ce't'~pnt ratios a~oyroe decrees®a aerme3biirtvand+n:•reasbd duraorirv Cambinetlvn with vlhar 4dmttttunrc PIaslDCre:Y 161 works attacUValy eo a single Btlm:Xturp or In combinatbn wit" otnaratlr!rlXt~a9rntheSlkaSyblam Y~ho^ an eniraineU enncrate is spec+t+ud. SrRa recommends the upeof $Ika air enhalnrng PACKAQINO Prasrocret¢ 1f' re s~DRlied in 55 gallon (209 ,Her; Crurns and quill Cauvery. gTORAGFANDSNBLP tIF'E P,antpCrele 16 t Sh0ul~y b6 stored at above 35°F (2°C1 It hozsn, thaw and npitata IhOrnu~,lp t0 rgP+rn 10 nOrTaf state UCIOre we S!-eit l.fb wn-n 5t:,rpd In ,^,°y ware'10::Cp ca~4rt~cnS Gatwe~rn 50'P and 5P°F (! ~°C - 27°l.} gdr,e yEc r ntlriimum. egertll I , , $kin sntl ayetmtent evoidcdntaot. TTte tr50 ppgdpg et N;OSHIM5HA approved raepiratrn, Addinanrateaof3-&tLcZ1100ibs.(135 satetygDg9lvsandrubbergbvpai:roa- - 39t} rnfltt>E +<g) tlf cement gre reoom- omrr~entlpd.Avvidbr¢athlrrgpr7duct.!Jsa tnpntlpdtprpenbral COnr:rotl8pplirat:ona .4it!1 adAqu9lp vgntllaClon. ReR'AVti GGr- whprpnnm•alSett rip OharaCteri6t!CS sib tanlh'dlptl n'~Ctr:i-1{~ dostrec. auXlNG Ples;ocre:e 16t rsadded arrheooncrete plant. Measure reaWrodpueroity manuatty or byautrxracesaiabenarr. Aadintothe son o attha n~orgn hopper pr Into the water Ilnn atthe Da!ct~. plnn:. when used i n cDmbinabOn wish G'1 her ad- m:rturee, carernuatbetakerltodiEt>Bnse oath admaNre aepe~atsfy inlOtha mx. i~o not mix with d1 y 4em@M. RIRSTA/O Warn sKkt vAth soap and wa•.er. Ir. Caseof eye COrtlati, f!t;Ehwilh water ipr ' 5 rt'f Hulse: cgntaota physician. wash cbthi °.g bpfbrp ra-use. CLEAN !/P Contain and cplteCt wim a bacrbbnt mare rlflt Dispose DS itiCCOrddnCiwithkfcal, R[atp dntl teCSarat rbgV tatl0nS ASTM CFRfIFIGT7pN ASTM C-49a Type A COCOA grown SPEGIF/C GgAVIrY yhnr t ' 7 : 0 05 P/( 9b GNLORfDES % ~.G t F~5/02/2002 15:22 Iso yooo CFSCRIPT70N 3,ka AEA 15 admix"ure . a iquid solu• tier c! C7ncpnC ataCl Ory0.nIC mat0'ia'S '.: nas beon Corm, &ted anc manutaotcren sAecvt~caw to provide atabifl ana pre d:cteble air cuntert5 in ianapte. with. uniform air oJbble spacing ihrouphdv: ct,p COnOrete matrix Sika AEA-'~ 5 meets thg rgquirgrcentS Of ASTM G-260'G' alrentrainir.QaamixtJrgg an d AASH7C',~.154 APPLICATlON.4 $iwfl AEA-'S r,in by U5ea whenever air entralnetl cxo'Ote ~a dashers. Heady mix. DfYCBBt dnO Alapk arO~yUCere Can all achre~~p Cptin-.um enl'aineD air ~On- !enta, even wngrp na'gh mixeq arN used G''ly~e6h is ended to the mix. AOVANTAGCS .;ir enCainmgnt ie reG,;Ktizer Z8 the ~'~ast arrACttve prgvantipn agai ): t CAn mete scallop I. oxposad envircnmvntc. Air entrained cc^crero doGVOr4 pertic~• Iqr benefits it the tcrrr c1 increased COrcrete nuradddy 7h~r: Ip important in CUi'Oer ClirnatGS wnsre froa' and lrep;P- thaw Cyc Ice oati coves acennp and Cam- aQP tOtne CCnc rate a ~rfere Alr en«aining Agents "alp to prevent SCdInP by eroatln5j mdlidn6 Ot m~C!q- cCOptCalrvotdt, alio'h^nfl watEr7apnedln thPCbncrete to hxpand+sfxu,thE ecncrere heeleY, 7~v9 pr!rvenhng craC Stl Caused by naluralexpargien. Entfe~necgirv0idsin the concrete wi' l a'~sc increase durabl'~iry in hafsh anvironmenU whErD Concrete is exposedt0 Deicing silts. marina salts end sul'at66 WCrkeblllty and placaabdiry are also im. a raved by t,E lubncetinp acyon of the microsGOAIC ! ~ubblBe in tY.e concrete. Concrete wilt now bitter, and bWedrng anJ snfink~~e will be rbducec because baswateri neectetltoebibinthede~ired wt7rF.eCillt;. 9728692977 NOVA CONSTRUCTION Sika®AEA-15 Air EntrainMyr Admixture P08AGE Addrtbn rates wiU varydspenC~ng on me air ;.Onrent regwred to a parpCUlar pr016ct Typic ai ly ar: contprns weir bb sppGtied i ~ the 'Onpq of 4 {c 8 parv6nt by v0iume G'Iner fact^f~ that may etfp Ct 1hD amQUn1 b! air g~frarr ~e91ntC the concrete inclueb, pu i err, rtrlNmil8at0. uemttrHcontentondrype, sans araeat,on, :emperarure antl water CG72en1 S:ke rrN.am~rEr ids tnattrial rnrxea be ks'eC rvrieneJtir material Gr any Cttlef ChanQeti dB n''ad6 thdl may aKeCt the amGJ1! Uf anrra~neo air. ~xage rates tar Sine AEA-15 wlo ;ypi• Gaily tall taenveen 1;4 find 1 II.OZ. ~'~ 00 !be i'fr 6b mUt00 x91 a' came~r.tto en~ran oe~wven 4 and 6 percent air. HighFr asr coolants -rny be obtained by incroas rg 'he ansage rate ~.On•btnati0n wi:n OY!ar a3n'.IxtJ'BS. (dr 'iculgrtyNatArr9curert3srdre[ardB'S. Wi! ;find f0 ~ rGreasa tnr3 fl~'OUnt nt E~trginF~~ 2ir n;hBTJX. AYdonagn!y6hVUldbyG!lECMBU with ar, air-meter alter ratcr.,nQ era aos arts 3dju9lmeRl9 made attne:rNCretP p'~bn(. AfIX,NO MddE+xe;t,a raCUired auAnLtypbr GalGh '^aruaily ~>r whh automatic disperser equipment. PdA Sika A~A.tS to mrx~rg .velar pr aana.:7Q not mix Nrth dry ce- n'ert When vaedint:ombicatlc~nwiMoricr PAGE 66 1197 edmlXt.'es. C-ire mu8t b0 toxBn t0 dIL~ ppnSp each atlmiXfi'q sNpar gt4ly mt0'~'E ml x. r.c,uo,Na Sik2~AEA, 15~s auPu ietl~n 55 Qa'.IOn QC9 titer) arl~ms ana qu',k dahvery. 9TORA0EANASMFLf L1ff Sika AfA• 1°_ ShCUl7 bF S+Gr4C7 ai dbOVp 95'F (2'C) rf `rnz6n, rnaw ar1G a~~rA+p tnoraughly ro ~~tUrr io Its rerrnfll r,rate helore JSE Shelf li!e weer stored r drY wyehouFe conditions ixtween ~'Farr3k10•° ~ 10•C" L T'c)ix 1 year minirndm • I a :err,andvye~rr~faM;ar~~aCCrtaCt The use at NF~SHlMSMA approved r-9piratCr s afaty goQi)las and n)btlr3r glavee ~s rec- :}mmeroeD Avpir.breathirgorcr.~,.c!.llge waC ACaoua!e vgn[i'~;ytiGn. RgmovN cqn. taml natAd UAtl1in g. f,RST AM Wasn skin witn soap a,a water. In case of Gyq ccrtaGt, hUSh With water `or 1 r ilnutEB, CtlMnCtaphyatCrar. WaStI C~.O'h~ Ong before rE~r.sa. cL EAN ur C:Gntain ar,d co!iect Kith e9SGik'Brt •ni- ter~al Uiapose nt ~, aoaorgartE wilt local. at81M anvfedE•d~'Ey~~fatd:Le ASTM CfRTi'ffCATfON C-250 Ai' EnrrAining Admixtures ____ COLOR Ervwn -'-' SP[Cl-lCtiA,1V1TYp4n1 1.02 <C P2 PH > tl -,y ""^• CNLORIDES% <O.t BSf02/2002 15:22 9728692977 NOVA CONSTRUCTION PAGE 87 "QT8" Group, Inc. 9200 iCxag Arthur Dallra, 'fracas 75247 (214) 678-0227 PRgJB['I'. CLIENT: REMARKS. Lacttmrx~ • AeRrcYatu Tsarina l.act~btore 11~auatiab Dantoa Blend C-33 Sand Sire Analyala Tarf Ma!thnd l~C?M ('..liL1 i'ROJF,('l' fJ`SPFC'TION R:f~PpRT 1 ~b No. ' 00002. iIOG~ Dalai 0323102 ~~' d ~.. R 9 ~ ~L w9 • i1 3/8" ,! ~wM ML ~ 1 P~.e• r ~ ! ~~ P~{~~f0. Y '( \A a !. ~ ¢4 i i * h: ,! i •• ly 'y', Mr s raiaJy~ i 7tati y a ¢ ti'bMi~'Qil~ ~T.` I¢ 1 QfM _~ Y i i Iu. ~~L' ~.3Y~{.r. 6 ~~Je 100 MriS n t . Jµs n ~ f Y '~ Si A i $ f .. _~ '4'~/~' Mfg Ali. Ali i ~ {~~i 4~IS £~~q ev i 1 ~,,` i -,a.w, ~i $JFi h l00 X4 _....____, 98.9 j 93300 ~ 8b.4 ~ .-...` 8G-100 _ -_ X16 71 b _ _ SO-b5 X30 `~ ~^^ ~- 53.3 ~~ 25-60 X30 ~- i9.1 ~T~ ~ f 0-30 x100 2.7 U-i0 N20U 1.3 0.3 S ific Gravit ASTM G128 Hulk _ _--- .___ ___-- 2 ba4 Ahaorpuao vi76) 1,10 1 - -^n QTE R$f'RESHN'fATlVE: Bruce J Spaacklen Reapottr'ully aubrtail cd, r ~ a This IvpoA rarpraaan4 only Use vut.s4ala paled std may ac m.y not M reprenenutsve o[,Aeoa~ce[ w rm~lar Hatt Biala. 'fhie eepM (ball aaol be nproduceJ aX~epl in !ta emirety and with Ne szproar wrillee Prrmialinn of OT$. Irc~ 05/02/2002 15:22 9728692977 NOVA CONSTRUCTION PAGE 08 "gTFi" Group, tnc. 9241 King Arciwr bsUaa.'faxaa 73447 (2I4) 678.0227 PJtO1EC'T: Luflmora -Aggregate Tearing CUSNT: Lattiauore Materials Pl$MARK5: ASTM C-31 Sire 57•Bridgepon Stone Siege AnalySiB PROJF~('T IhiSPECI'IO!`f Rt.F'ORT J'age 1 of 1 Job Na : 0000~.(K1U2 Llair. 03f 1502 a R4{ lwaiaarNN. S•\lwi~w V-wv y ~ Jdla. x _ ~ - 4 ~ q .If F ~ r I ~ rRfj!.Sf Y~f ~.1 : t ijl: M ! ~ (Y<J.:y~~.JyT4 4 Aµ111.P~{: I ~LSJ ~i N.f . 95Y.« x M ~~~ .!c ~. :f~ F f I i'=5•e . 1 I o1: IY ~Ie.~(>.a vM3 5~ •'.fn>f~%I f ~11 M .1 .6 I'~ Id •(RS.f { 4 r A 1 /1" 100 100 1• 96.3 95100 r " -- 40 5 ~ 251'10 h . ..- .~._~.......--•- --~-~--•-- - - - tl4 -- 2.'3 t i U- l0 NB 1.l 0.5 96 Pawin¢ Al2t)D Siaru +r 0.8 C-11~~-~ Allowed ~ 3.0 96 t Unut Weight (yc~ A.orege of 3 198.2 ,_..__~~~ QTB RfiPRESFNTATCVE: Bruce J 5prwklee Respectfully submiUtd, I v` .,_-.~ Thia ropwl raprwanu only Ibs rnatariala Msvd and may er may n<A bs ,wpreeenuttva of identical of fimlar »,atariaU 'S'n,a rapnA aball aNt b+ nproduocd axcpt in 1la entlre[Y a+d wlfb lA~ oxyrcaa wrieun parmiY.ian pCQTS. Inc. Construction Mnnor 'U, Texas Ce~nenY ply~sh: Go rse Agq-: Finn Agq.: Ad~xtures: Use Mix No. Strength ~ 28 l~xye Cemenl, Ibs 'I Fly Ash. Iba C. Agg., Ibs Sand,fbs ~ Water, Ibs WlR, oz Total Weight 842 4Ci00 Air 584 fE50 1245 zsz 22.8 3921 Unit Wt, klCF ! 145.2: W!C Ratio, N . 0.46 ply Ash, % ~ 0 Maximum Temp deg. 95 Slump, inches I 3.5 Alr, ~, entnlned! 3-5 it Lattimore Read Mlx guaranleas the above mix dealgn will sch;eve the specified 3t~ength when tested and evaluated in accordance with ASTM C•172, C- 1, C-38 and G94 and when the racommendad prover for placement a d curing outlined {n ACI ~Oti/SOr3 are followed. In accordance ith ASTM C-84, Lattimore Materials Co. requests that atrengih tests ~ tonxarded to our Quality Control [9epartmenL JH Lattimore Materials C~rnpany PO..BoxSSN•McKanney,';{'exas 75070-•055(1 (972) 227-46.4ti•(9'721 569«d646 Date: ASTM C-150, Type i ASTM C-RtB, Cfess C ASTIR C-33. 1"-X4 L'rushed Stone ASTM C-33, Concrete Sand ASTM L'-494, Type A or n ASTM C-280 1 Cultic Yard By Weight - SSD Curn c1 all www, i.mctx.cotn