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Eckerd's-LR 981118FROM : SMITHCONCRETECO '-' PHI]NENO. : B1~$2 ----- Nov. iB 199B ll:~2RM Pi F A C 8 I M I L E To: Robin Of: C.A. Walker Construction Fax: 713-957-3358 -Phone: 1-888-956.7070 Pages: 8, including this cover sheet., Date: November 18, 1998 RE ' Eckerds Coppeli - TX[ Mix Designs ,,."' A. WALKER CONSTRUCTION, INC. :;,'~ld~T~ SU BCONTPJ:.CTOR/$UPPLIER Sf'£6. SECTION ,?,?a"~t'3 SUBMI'fTAL ~ HUNT & JOINER, INC. CONSULTING ENG}NEERS 1825 Market Center Blvd. A~APPROVED' SU~ECTTO,R~qEW ~Da!!as' T~xas 752? _ Suite 62~ ~AND APPROVAL BY ARCHITECT ' ~ ¢~0 ~XCEPTION TAKE~ ~ MAKE CC~ECT~O~,S NOTED ~ RF.JECTEO ~ REVISE A'JO qESO~Mff [] NOT APPROVED C',~dkin~ is only for ~ncra~ Con~rmanc~ wit~ ~h~ design imc, rma:ion ~i', ~,', 'r- ;~ c~F[racl docum~n:s. Any actmn L~ REVIEW & APPROVAL BY ARCHITECT ." .... ...... ..,~. ~ :~,~,~i~,,~ ~ ~,:~t,o ~t :~,, i~, .~'t..-- [] REVISE AND RE-SUBMIT Cr~:~rt: 4uJ~-~ 91 '~'S WO:k v',t~ that 3l a'; ,odler a~.~ ,,~ s,:,m~:~,~. ,~,~ 0~ ~i~ '~o,~. ~'~OTE: APPROVAL. OF S!40P DRAWINGS ' - ' ' ........ OR MATERIAL SUPPLIER OF N,[~ B~tJTY TO COMPLY WITH THE I?EOU~RE- MINTS OF THE CONTRACT n' .~, =. NO ~ESPONSISILITY IS ASSUMED FOR .'n"~*m=°~.~:..., ,,.~.~ OF DIMENSIONS OR DETAILS. Miss l,iea M, ~off Smi~ Cm~cmle Co, l~ B~o~a Trail l~'~, 'I'~ 76053 268-1413 FaX: 282-8952 Nov~nnba~? ].8, 1.998 Albert Smft. h Construc'tion 709 W. Chc-:~.yl Hurst, TX 760-53 A.t~tn: Mr. Tracy Howard ' RE: Eckerd' s Drug - Lew'imville 290 N, Denton Tapp Road 0047 S203 '.~'he attache{], cc, nc.ret~ .mix de.~:[.gn~; utilJ, z:[nc~ the apDrop'r: at~e AS%'M C-33 or ASTM C.-330 a~gregate a. re propel:ed ~}or u~:~ O~'~ [:.he p]_e:ase o]~d~r by the mix desl{.]n nun~k, er which al~,pearc~ .~.~ the left hand corn.er of the mix design. Texas In.d%lstries certifiT~[] th.at th{~ above mix d. esJ. gns, wh.en ordered by specified d~s:i.gi% idenr. J. ty, arid delivered by TXI, will ASTM Standards C 31, C 39, C 78, C ~72, C 293, a~plicabl~ Drovi~ions of C 9~, an~ ew~lu, atod in a.ceordance' with aDDlicablo Drovisions o~ ACE Bui'ldin.~ Code. , TXI would like ~o b~ '~ncluded on your m~tiling lir~t t:o rec~;~:i, ve all test repo~E.s. ASTM C. 94 entitles ~ manufacCurc,: to ~'eeeJ. ve co~iem of. al! test re.1~o~'ts when stl~:eng'th o{ concrete is used as b~.s:[s: for acceptance. ?!ease cont~,t.:~:, us if you" · prop~r:,ed, mix d.e~J.g~ p~'J. oz' to the. i~; use. Failu~.'e to notify prio~? tO firEt placement shall constitute acceptance, To theft the proper mix designs are order'ed, p].eame ~end ~ c(~:~y this 3.~tt~r, a~tar approval, to the above referenced p~oject be u~3ed by the p~rson ordering th~' con.cre~e fo:~' mhiu job. 11/15/98 %%'EI) ll :45 [TX,'RX NO 54561 ~002 FROM : SMITHCONCRETE~ ~-~ ~ NO. : 81728~B95~ ~-~ Nov. 18 1998 ll:55AM P2 Mix N~u~: 8203 ;~tren~Jth: 3000 psi 0.% 28 Days Pa~:agraph 5.5 of ACI'"~18-89 provides that as data becomings, exceed, uh~ spc~c:Lfied ~alue of (F'c) m~y bs ~educed, p~rovided: (a) 30 o:~r u%ore tef;t resu].~.~ are availabl(~ and test re~,ults exceeds that required by Section 5.3.2.1, using a standard, deviation calculated in accordance with Section 5.3.i.1, or (b) 15 to 29 test resuJ, ts $.re avai].ab]_(:~ and aver'a~.~e of t~st resu.] ts exceeds that ]~ouired. by Soc%:Lon 5. a standard deviatior; '' "-' -- · ' ' " calculated in ,~ccordan(.~e with -' Section 5,3.1.2. us]lng a standard da'viati, ori calculated ~Ln acco:cd.anc~ wit.]'~ ACI 33.8 -89 Section 5.3,1.1 or Section 5.3.!.2 and is the larger value of these calctllations: l~'cr = F'c. + ii..3t(SD) = 3000 + %,34( 396.0) = 3531 F'Cr = F'C + 2,33(SD) - 500 3000 + 2,33( 396,0) - 500 = 34 2~ ' "28 Day To~t Maximum Value ............................ 4740 Mini~uum Value ' 3055 ~ange ' 8 Avera~:le Strength; ....... 3794, S~alldard Deviation ....................... 396 Rgquired Ave~:age Sti~'ength ~0 satisfy ~l:~.nimum probabi!'ity condition,s of ACI 3!8-89 Section 5.3,2.3 ..... : .......... 3533. psi 11/18/98 BI{I) 11:45 ITX/RX N-0 54S(11 FROM : SMITHCONCRETECO ~ PHONE NO. : 8172828952 ~ Nov. 18 1998 ll:55AM P5 TO~peT;aCu. r.e ' · I } 06/22/t8 .%3 .7l~ 0',~ 5. O0 3. G% 'L2~O 43~0 ,:-~Dr, 3:5.18 130 3 07/0';/98 31. 80 RP 6,00 Ill}. 3.'.,90 3GgO 3595 37G~ ~'I[:3 ~:L o7/1~/ge 31 n~ P~ 5 ,~0 4.4% 415o 42.10 ¢19o 3'731. 3,9~0 :] 0'7/L¢/9~ 43 100 ,. 104 3.~0 N/A 39''70 .106u 40:.5 ~'790 414L: DO 1'..' O'l/~ L/Oil 3! 'TG 80 ~' 5,00 4.0% .'t800 4030 ii .ql ?, 3'150 3~2-,r i730 Lf, 07/2'-/~0 3]. '78 82 .r,, :,.r, ~ .0% ~,~0 4020 595~5 ]'~gfl 3917 2~1 07/~ Il/~f~ ~.fl 9(~ 07 5.00 ':,, 9%' 3'730 3 § kc.' 399.r- 304 ~ 4.q 33 90 23 6fi/04/99 31 r'3 92 ' 5~'00 N/A ~05tO' ;~ 9~tO .1 f, ~ :~ 3B47 40411 24 es/0t/gO 31 83 94 ~,.r,O N/A 3B90 lO'lO 3880 Ii Od fl 3047 25 00/04/98 31 g4 94 5'. Ob ~/~.s .2900 '105 (' .~975 3~!:3 3 rjr. 3 :.50 '~ iS OO/0q/90 :~5. ~4 ~ ,e,, f,O 14/.5 4 l..q.0, 4.1',' O 4 ,14 G 3Pea 40I)r~ 50 2'7.. 01/Li/gg 43 ~li. I10 Z.2G 4,0~; 37Rd 31190 ilfs'.aG 3(~3 390g 110 ;~B 0O/17/ge 42 '79 t44 ,'~, nO ~/A ,'t R~ 0 ,q ~,60 ]19~ 30-~9 T72S ~9 05/17/9B 4.2 b0 9~ ; , ~. ,50 N'/A 3020 3090 li0e_,5 3U3.2 3392 10 11/18/98 WEI) 11:45 [TX/RX NO 54861 ~004 FROM : SMITHCONCRETECO ~ PHONE NO. : 8172828952 Now. 18 1998 ll:S4gM P4 14ix Num: 0047 Strength: 4600 psi @ 28 Days Paragraph 5.5 of ACI 21,8-89 provides that. as d~%ta becomes available during construction, the amount by w}':ich (F'c~:)' muut ~Xceed the ~up~clfied w~lue of ~F'c) may be ~?educed, provided: (a) 30 or more test resultu are available and avarage ~e~.~t res~ult~ exceeds that reqtLired by Section using a stai%dard d. eb.',.ation calculated in accordance wiu]'i o ,- ,..,ection ~.~ ~ .1, ~:r (b) 15 t.o 29 teg~ zlei~u!t~ are available and aviary:igc of ~e.~u].~ exc, ee6~ uhat r,'~quired by Section 5..~.2,i, u~i~ing a stan~ara ' ~ ' ~ aev~at:~.o~.~ calculated in accordance SeCtiOn B,3.%.~ ' T!%e. ~'eq~lire~d a.v~rage,como~e~ivo mt,~:en~t.h h;.ts beau calcu, latad using a s~ndard devmahi~n calculated in accordance with ACI 318-89 Section 5.3.1,1 or S(~ction 5.3.1.2 and i8 t-he laz'ge~ val%Is of c}lese ca].cu].atlo=.s: P'cr :: F'o. + 1.34(SD) = 4000' + 1.34( 472,.9) F'cr. = F'c ,.'- 2,33(DD) - 500 - 4000 -I. 2.33 ( 472.9} - 500 = 4G02 SU~G{Y OF ST~,TISTICAL ANALYS.T..q · ' 28 Day T~t Data Number of Tests .......... -. ............... - 30 Maximum Value...'..' ....................... 5790 p~:~i Minimum Value ............................. 4:060 !)~. Range .................................... 17~ 0 pal ~ ....... 46~5 psi erage Strength.., ;'. ............ [ 473 $ aandard Deviation ...................... psi R~q%liTed AVez-ag~ .8'~re~gth to aati~:fy mini.mum probabiliZy condit'J, on~ o~ AC! 318-S9 ~ect!on .5.3,2.i ............... 4634 psi De,gign excess b¢~ydz%d co(~e requ:J, rement~... 11 psi 11/18/98 WED 11:45 [TX/RX NO 5486] ~0{)5 ~ 04/3~/9~ 30 67 ~G ' ~,~0 J-~/k ~l~O 4~0 4200 4200 4O 5 O5/~B/~ 90 5,00 Iq/A 6%.3o ~990 ~0C, 0 ~34C ~2~2 C OG/14/gO .- ~ 5.t;O N/A ~lgO C:I4O 4150 4~ 4!~g Q0 7 05/~0/~ 31 ~ . ,~4 ~ .,:n N/A ~230 <350 ~,9~0 ~%~ 41C7 ]20 ~3 0~/25/50 3% 09 ~0 ~.06 N/A 43Cu ~.lqo 42~0 46S0. ~].7 14 07/0~/9~ 3~ go ge C.~O ~/X 44~0 ~10 ~,41J 46~;U 4~C0 i4q 16 07/09/96 ' 9'; ~',O0 N/A ~56.6 4770 46¢,~ 4699 4O'/'t . · :~J. 0 20 0~'/09/99 3~ ~3 92. ~.~0 ti/A ~8~D ~60 ~O'&0 4592 4C,,? ~00 20 o~/~0/9~ 53. Lt(: 1.06 7 .~5 N/A 4!9~ O~O 4:[kg ~G~O 4GO~ ~O 22 o7/2o/~B 3~. ~fl 99 .. 9,2~ N/A ¢~')0 442P 444~ 4~(; 4:~8 2c 08/~/9~ ~2 9~ 9~ c, o0 N/A ~{,0 ~.o~Y,o ~70 4660 C~t3 160 2~ 0~/1~/90 41 e.r; ~2 . . ,j, OO N/A 5~80 G350 6~;{5 4[;02 ¢8G5 3.70 , -- t.;,~ 4CGO 40~ 40 30 0b/19/90 ~I 09 ~,~ g .'00 ~/~% 4200 40~0 .i~20 d645 ~.2 ~.60 11/18/98 WEI) 11:45 [TX/RX NO 5486] ~006 FROM : ~MITHCONCRETECO ,--, PI-ION~ NO. : 81728~::~952 ---, Nov. 18 1998 .D~SC.Z~_D%.LOI1: 5 , 50SK Al)MT): ~ "CS 9tre%'lgth: 4000 psi .~ 28 Days PIE~S, SI.,AB, G}~DE BEAMf~ ~ I ON]', Maximum COarse Aggregate: :t" - ~:4. CRUSadED ~: .... Cement/Cementitiou. m Contcnt: 5.50 sacks (per cubic yard) Mmximum Placement Si%trap: 5.00 inches Ad~ii~.~ure: ASTM C-,t94 T~e A ox' g ~TERIAL QU~NTIT'fRfJ PER 1.0 CUBIC Y~ID A.T S.S.D 517 lb~, ASTM C ~50 TYPE I CEMENT 18~0 lbs. 1" - $~ CRU?SHED STONE 1422 lbs. CONCRETE ~AND 267 lbs, or 32,0 GalloPs of Watcr 2.0 to 4.0 oz/~3wt of ASTM C-494 Type A Placement $].%.]mp~ ,5.0'0 -J- or - ]..00 J. nchcs .- .. Mix 4J:: 8203 gescz':Lpulon: 423~ ADMIX/,AI~A l"CS Stren.gth: 3000 p.q.i. ® 28 Days PAVING, WA/~KS Maximum Co~rm9 Aggr,e. gate: 1" - ~4 CRUSHED STONE ~.imum water/Cemenu ,Ratio: 6.55 ~al/~.ack or 0.610 lbs/].b Cement/Cementitioun Conten%: 4.73 sacks (per cubia yard) Maximum Placement Slu~: . 4,00 inebe~; A~r Entraininf~ Agent: AST51 C-260 Iw~5'E~IAL QUANTITIES :~R' 1.0 CUS~C Y~D AT S.$,D 338 ].b~. ASTM C 15'0' TYPE I CEM]~:]~T 85 ].b~. ASTM C ~18 FLY ASH 1377 lbs, CONCRETE' SAIfD 258 lbs. or 31,0,'C4a].].o~%j~ of Water 2,0 to 6.0 oz/cwZ of ASTM C-494 Type A Specified Air Content: 3.0~ - 6,0% 11/18/98 WED 11:45 [TX/RX NO 548(11 ~oo? PD1~PING NOTES / RECOMNENDYYfIONS %. 5" 'minimum diamet~:r' ].{nes with r,o reduction to mnailer lines. 2. Keep ~ubbam' ho~e to absolute minimum lang~th and plan pips wit.h am few 90 degI'oe angle~ a~ possibles. 3. Sample~ fo~: glu~p uzid strength te~t~ ~ho%~id )pc t~ken di~chgrge end of: ho~'le ~]or ~trer~gth %lu~ranr. eo t.o 10e valid. 4, TO pr'mss pump lines, a minimum of 8.0 f3ac, k ~[=~o,~t used for luDrio0.tion. In the ca~e of stw0~g~]% concz'et(~, e~ivalent-'strength grout should be t~sed, if" hh.e grout r~mgin, s i~l the placement, groqnd level.. As pump line increasoo in length or and/or layout conf-lguratzon chan~e~, add~.tmona! cement may be required to assure strength on.d pumpabJ.lity at cost to the 6. TXI callnot cont3ro!, and i~ ~.~herefore r~o~ re~ponf~ible for excessive loss o.~. entrained air top,ant when losu a x'e~ult of boo~' 6onfiguratlon o]? free fall dJ. schar~e from ' h.o~e. To ensure ~llj. ni[[~t~tn air ].oh~ when pumpi~g, maintain a ~ow (%~f concret{~ through tt, e (:~ttlr(% ].~nq]-[zh of pipe a~ld. do not 'stQ3ject concretm r;o frse point of plaoeme'nt. ~'-x.c~eds 90 c3[ogI-ee.$, TXI will guarantee tho strength performance.of the mix d.e[~i~4D2(s) here~n sub~nJ.t.~ed u.p a maximum placeme]lt te~pGI'ature of 100 degrees ~]sJ.]']~ .an .... ~.,.,-, C 494 T~e D retarding w~nez'-reducer, as ].ong'u~ t)'~ concrete .placed within 75 mlm].tes from batch time. We are el%closing ali..available 'back up data for the re.~erenced' is 4. nmUf.~J, cient, collf.'[z'matioh t~.~l-~.-, m~y have t.o ~e conducted by your lmboratory. 11/18/98 WED 11:45 [TX/RX .X(} 54861 .21j008