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Duke Lesley-CS070326
n7/2F 2807 00:15 L\.JU I '37"2509:3088 " " r " L ,.. I , A 1"1 U I'( l:. 1'1 M I Co K 1 H L ~ L U 972 5?~ ::1<=;48 PAGE 02/ Or::: f'.2 LMC Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney. Texas 75069 (972) 221-4646 (main) (972) 221...41100 (fax) www.lattimorematerials.com ~ i'g'7.:~~:\l1!'~I~~1(~r1' , Concrete Mix Design Dat9: 26-Mar-07 Project: San 5ebe Construction Lesley Infrastructure e/' Coppell, Texas Client: Materials: Cement: Flyash: Coarse Agg' ASTM C-1S~"""'" 1111 ASTM C-81 Crass F- ASTM C 33, 1 "- #4 CrlJs"'ed Stone Fine Agg.: Admixtures: ASTM C-33. Concrete Sand ASTM C 494, Type A or D ASTM C-260 1 Cubic Yard By Weight ~ $SO Use Manhole Cement 1701 (6 SK WR.AIR) 3600 psi Air 564 Ibs o Ibs 1850 Ibs Mix No. Strength @ 28 Days Coarse Aggregate Fine Agg regale Water Admixture Water Reducer 1260 Ibs 256 Ibs 23 ozs ~ Total Weight; :u~ 3930 lbs Unit Weight WJCm Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 145.57 pef 0.45 0% 95 0 F' 3-5 inches 3-6(lf, Lolttlmor9 Motert...ft; Comparry g~lirante&a the aoovo mix dlil,'gn WIll 1I01'l11W. tn. speclnea at..ngUl wilen rutod llInd .....lu.UId In llecordllnCll ....Ith ASTM C112. ~1. C39 ,.oct C94 l'ncludlng proper Inltlll cur1ng 80; per ASTM Cl1 Section 1B.l.z}. and whn mil reeomm."d.ll p"""M1u/'Ml I'or plOCMl\(Int lU'ld clItlng outll,* In ,o,CI 3[}!J and ACr :lOll am fOIlow9d. In 8ccord..,ce with ASTM C94, L.ttlmo.... Milt"""" CClI1'Ip.ny e hall r<!co.vo all co~I". or ~'l"g rellcrta. .nd !hay Illll)uld b1l forw8rdeil to our Qu.llty Control Oltpllrtmant 11M 972-221-9647) ae ,oon .1 Ivallablo. Filtlt.lNl fo fgrw"rd nlporta In .. tlmelll f".hlon eIIn alley rIlllPon... time In tiel ling with eonc;.ret9 eoneer!'!& .. well.. M:lJre proJoct IItlbmltta II, Tnl. mIX ~o!llc;n su~m~', pr'leo qUlltll, or materllll .pecll.!: Inftl"""Uon (aggr;gat. properties, g,~ll'lg. mlterlel compOlltJon. or other Inlormatlon rng~rdlng mntorlnl4 IMnLJfocturod by L.attlmoro M3\l)rlllll8 compenyll8 prop'16!J1ry and r.onl1<1..,.,I1",.,td nO<t 10 beth.red or trall.mitt8~ in '''y fCrm to any POr~(l" or <>fijIanlzatlon thllt Ie "at np.-Iy .IIllthOrl::ed In writing by . (jeelllnated ..lIlelal of I..IttlmOrt IllIItflr1elo C"mpeny. Any un8L1thorlUlll flO'""on orontlty In ,,088001810n otthIAln'o""..IIOn wlllll.. pro.".lJtod 10 lJ191lJi!08t u!Jont o1'th. lOW. 07/25/2007 00:35 '37250'3808::: F'ACiE 03/08 '- n, I 1 n u,"" to ,", M I C. t<: 1 1"11.. :;;, L. U ~UC 529 3S4F> r-.3 !.~MS field,Test Data Mix :-10. 1701 Basis for Selection ":..~-m~~'.;"w Contractor: ,Tim Bowman Construction Dota llpdatcd; 03126/07 ACI 318, Scctlon 5.3.2.1 (5-1) r..ojcct: 'Vest Aupllho Road Design Strcnxtll r,: 3600 psi :\fQd 1f1~d DC"laul'Ih: 497 psi Rh:hardson, Tcr~l1" Datil Rl!pre~cntl'l: ~ Te,toI Reqoirrd ~trc:ngth f',~ 4265 psi LllborJltory: Aoope.. Engineering A~'g, Slump: 4.22 AVll. Air% 3.86 Avenalll: Stt"en~th: 5150 (llli Cone. 7 DII\' Data 28.D~." ComDre~sivc Str~.nl!tb Datil 28 Day 28 Day it Date Slump Tem C 1.1 Cyt 2 7l1.v Cyt1 Cyl.2 SetA v A vlr.!3 Ran e St.Dev. Run.Av 11/08/06 4.75 75 39S0 4000 3980 4830 5100 4970 270 4970 :' J 1/09:06 3.50 82 3480 3490 3490 4650 4500 4580 150 276 4780 , 11/Wi06 3.2.5 74 4i>40 4300 4170 5380 5270 ~30 4960 110 375 4960 ~ " 11'17/06 4.75 71 3440 3400 3420 4510 .:t330 4420 4780 180 408 4830 5 It /20106 4.25 72 3&20 3890 3860 492<J S100 5010 4920 J 80 363 4860 6 I 1:2 I /06 4.75 72 4.70 3570 357() 357() 4540 4450 4500 4640 90 357 4800 ., : 1.'22/06 475 65 4.90 3680 3480 3580 449C 4420 4460 4660 70 350 47~O 8 1112R/06 3.50 7'J 4.00 4190 4230 4210 5570 5360 5470 4860 210 412 4840 9 ] 1/29/06 4.00 70 370 4860 <:710 4790 ;;570 5840 5710 5590 270 482 4940 iO 11/04/06 5.25 70 5,30 3810 3330 3820 4840 5100 4970 5340 260 454 4940 11 12/0(i/06 5.00 64 5'70 3740 37]0 373() 4620 4530 4580 509'0 90 444 4910 12 12:11/06 525 86 4.00 3790 3630 3110 4270 4390 4330 4630 120 456 48fiO : 3 12/13/06 d.,50 74 4.20 4320 4200 42.60 5400 ~310 5390 4770 30 460 494>0 A 12;1.-;1.;06 4.50 73 4.70 4060 3910 3~90 5230 5220 5230 5230 10 451 4930 15 12;15(06 5,00 is 2.50 3910 4050 3980 4970 4950 4960 5100 20 434 4930 16 ] 2/ I 8/06 3.00 75 3.00 4340 4390 4370 5210 5410 S310 5170 200 431 4950 17 12:22/06 325 65 4.25 4210 4350 4280 5900 5730 5S:2() 5360 170 467 SOOO 18 12:27:06 550 64 3.50 :3990 4160 4080 5200 5090 5150 5430 110 454 5010 19 (I JIG 3mi 400 60 3.00 4430 4%0 4400 5800 5500 %50 S540 300 465 5040 'LO o i ;OS/07 250 56 4360 4150 4260 5350 5250 5300 5370 IDO 457 5060 21 o Ii! 0/07 4.00 65 4.50 4100 4100 5130 5150 5150 5370 30 445 5060 22 Q 1."24/07 3.00 56 2.90 5130 5010 5100 6220 6250 6240 5560 40 502 :5120 23 01:26/07 4.00 65 3.00 4650 46~O 5930 5620 5780 5720 310 510 5140 24 02/05/07 400 73 2.30 4210 4250 4230 4910 5030 4970 5660 120 50G 5140 ') t: 02/17/07 4.25 57 3.00 4430 4480 4460 5490 5500 5560 5240 10 495 5150 "--' 26 02.'] 9:07 4.00 69 4.20 4160 4130 415Q 5240 4920 5080 5080 320 485 5150 ~7c)1 . West kapllho RORd Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www.lattimorematerials.com Gradation Analysis for #51 Coarse Aggregate ASTM C29, C33, C117, C127 & 015 21-Dec:-2006 Sample; 07/25'2087 00:35 '37250'33Dee "'\:JI ,-v LUU I J....,.1 J..r--II LMC Ii ,- [._ VOl ~ ~ir!~~t~~i ~~!,)ln~!!~;'Fl!i'tl\f Date Sampled; ~l~ I; J.O'IUi<:C 11M I t:.l'<:lHL~ LU ~/2 5?~ "l!"i4l; F'A(JE 04./08 r.4 1" x#4 Hanson Date ran: 22.Dec-2006 Source: Total dry wt: Ibs. 54.5 Location: Perch Hill j: . , ASTMC33 #57 Siev~. Size (il1f Wt.,R8t. 4ik Ret. . % PalO '-Imlts ,.' ; 1-112" 1.500 0 0.0% 100.0% 100% 1" 1.000 1.42 2.6% 97.4% 95% to 100% 3/4" 0.750 9.30 17.1% 82.9% - 1/2" 0.500 21.82 40.0% 60.0% 25% to 60% 3/8" 0.375 30.64 66.2% 43.8% - #4 0.188 49.10 90.1 % 9.9% 0% to 10% #13 0.094 53.52 98.2% 1.8% 0% to 5% PAN ~ 100% 90% . 80% 70% 60% . 50% 40% . 30% 20% 10% 0% . 0010 Absorbtion: ASTM C117: Specific Gravity; Dry Loose Unit Wt: Dry Rodded Unit Wt: O.~OQ 1.000 10.000 Sieve Size (In.) 1.24% 0.77% 2.65 95.66 I bJft3 103.92 I blft3 L.A. Abras;on: 28.5 .1. . J. i i I I L n I I ~,-, U K t::. 1"1 M I t:. to< ! H L ~ l: U 972 5;:>"l ~548 PAGE 05/08 ",.5 07/25/2007 00:35 '37250'3::::08:3 LM C Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972-221-4646 (main) .ml~..-'I 972-221-9647 (fax) ~!i :ri~:~"'fr'l'.llI~..n:ll~!"'If!m;~~::- www.lattimorematerials.com Gradation Analysis for Fine Aggregates ASTM C29, C33, C117! C128 & 075 Date Sampled; 2.Jan-2(107 Sample: Spec Date ran: 2..Jan-2007 Sou ree: Denton Total dry wt: 638.8 grams Location: L.oad Out . SIeve 'Sit~ (in) Wt. Rel. % Aet. % Pass- ;%, .PassJngASTM % R~t.ained C:!3l.1mlte . TxOOT 4'21 3/8" 0.375 0.0 0.0% 100.0% 100% 0% 1/4"' 0,250 I 3.2 0.5% 99.5% - - #4 0.168 I 13.6 2.1% 97.9% 95% to 100%) 0% to 5% #8 0.094 123.9 19.4% 80.1;% 80% to 100% 0% to 20% #10 0.079 i 167.9 26.3% 73.7% - - #16 0.047 I 250,4 39.2% 80.8% 50% to 85% 15% to 50% #20 0.033 I 296.3 46.4% 53.6% - ~ #30 0.C23 346.8 54.3% 45.7% 25% to 60% 35% to 75% #40 0.017 413.1 64.7% 35.3% - - #50 0.012 491.9 77.0% 23.0% 5% to 30% 65% to 90% #80 0.007 581.7 91.1% 8.9% - - #100 OJ)06 596.8 93.4% 6.6% 0% to 10% 90% to 100% #200 i 0.003 625.7 97.9% 2.1% 0% to 3% 97% to 100% PAN i - - I Finane" Mod.: 2.85 Sand Eq.: 90.2 Specific Gravity: 2.64 Dry Loose Unit Wt: 101.45 IbJW Dry Rodded Unit Wt: 117.29 Ib/ft3 Absorbtion: 1.24% 07./ '21:,'/ 2~j07 00:35 '372 5 0 9 :::: me: t: ""LI II LllI111-IU~C rl"lll:.t'(lHL~ l..U ~ ~ A DF.SCRIPTlON S\~... A!;A-15 oClmlJ<tJre is 11 liquid solu- don of cOflccntrated organic: ml!lteri<lls. II h~s bl)cn I()rmul~ed and menuf9ct'Jred "peclflc81ly III provide !!table &r>d pre. ctl(lable "Ir cOr1hmt~ In concrete, wIth uniform IIlr bubbl<) ~p~clng thtoughOut the GcncrelH m8lrlK. Slkll AEA-15 mee~ the rGqultaments of ASTM C-~60 ror 31; e:'llr~lnlng ildmbdures and A^SHTO M-1 54 APPLJCA TIONS Siko AEA-15 Can bO used wnenp.vor air f)ntralmld concrGt~ 15 dl!~lr..d Ready- mi~, pr~c:oSI BnG block producer., CiJn ell Bcl1le"" opUmum cntr!.llned IIlr con- tents, oven whore hersh mlx..s ere used or fly-ash io; "doe<l to the mix, AD"ANTAGE:S Ai- entrainment Is recopnlzed 8$ the most effective prev9f"ltlCm agains"l con creto SCl!lllng in axpo:';~d llnvltonment5. AIr ~lntr~lnl)O concrato dellv@~ pmlicu- I!H DOMellts in the form of incretlSed concrete durablllly. This l!i :rnportant il'l colder cllmDtes whero frost and freeze- lh,,"" cycles can C:~\.JSt' s<ctlllng ond c1fm. 6gc to the concrete Sllr1~cc, Air entraIning "gellls l10lp to prevent :>colll'lg b~ creating 11"1111/ons of micro. scopiC air IIClcJs, allowing wallJlr trltpped ir\ the CQncr~tc to el<pfln(i wh~11 the concl'{lt~ freaZ9s.rhus pre"enllng~ttcJ<.s c~us",d by natuwl expan,IQn. Entrained eoirVQld~ In :he concrote wlll..,'5lJ In crcase dum bfllty In 118r~h p.rwlronment~ where CQn~et<e " >?lCpO'>ed tOdelC:lnq ~Blls, rrarlne sal:s and sll!fales. WorkllbllllV LInd ;l!;)CEll'bility "'c <I ,~<> 'r-:- pro~C1 by tho I'Jbric~tlng /)<:\IOn or the mICr05r,;~plc bu~t;lle~ Ir the concroO!t~. CQncrctAi! will flew b()l~r. lll'1d bleeding and sl1f1rikagl; will be r1,'l1uCf1d boca'~se less w~~r I., n"..dl"d tD obtain the de"lred workllbllity Sika~ AEA-15 Air Enlnlinlng Adminu,.e - HOW TO USE OOSAG~ AC1elllon roteSwlllvarydepel"ldlng on the <l,r con~nt required "Or a PEH11cull:lr project. Typlc:"lIyolrCOl'llom.s wll: bospeellled In:he range of'" lD 8 percent tl)' volume. Othor ~8ctcrs that may ..rr..et tho ..",ount Qf olr llntrlllned irrtoth~CQncretelnc\ude. butl/rc rC>lfimileC:lto. cemllntcont!mt !Jndlypl!, sene gro"ld."r:on, tem"er~l.lre Bnd wotar Content. $Ikll rp.common d~ th~1 triol mixes be tested whenever mllt~r!al or ony otner ch!lnges are matle that m~y lll'!ec;t IhQ amount o' entrained air. Dosag8 rates for Slke AEA.1 5 will typi- cally fl!lll b9tWeen 11411nd 111. oz.'100 Ib'l (16 - 65 ",lf10C kg) 01 cement 10 ~nlrain between 4 ~nC1 a percenl aIr. Higher lilt contents may be obtained by IncrC'II$lng th~ do:;age r!l19. CombinatIon With othat "Clm,xtures. p<!lr- llcularlywllterrl!lcuecrs Ocnd rctordors. WIll 19nd to Increasc tho ~mollnt of enlrlllne~ olr In 11'0 mix. Alrc.ontent~ ~h()ul~l:lecl'lo<:Ked v.lll'1l11n ~Ir-meter ~er ::.otcI'll ng o!lnd d05aga ll"Ju~tmp.nt'l rnedc I'Jt t.,c CO"lcrete plont MIXING Me!'\sure the rE?qulrl'::d c;uantlty per bote' m"nuRI!y or with aulOMft\lc dl~pen~or equipment. Add Slke AEA.15 to mixing "!lIler or .!lEmd. Do not mil" with dry ce- menl Wilen used in combination Wltt1 orh~r ~/~ ~c~ ::l~4b PAGE 05/08 p-(;; 11/99 /Jdmlxture5, care mu;'\t be tok~n to dls- pc!'\~e 91lch a cJIt11XMe $Cpllt8tely Into the mix. PACKAGJIIG Sika AEf,-15 I~ ~uppliocs In 55 gBllon (208 liter) drum.!l ~n{l bulk deIlV~r)l. 5TORAGE AND SHELF LIFE Sika AEk 15 should be ~'()red ar ahOW! 350F (2":::). If frOZl'fl. ll)aw ond lIglUlt9 thoroughly to retUIl1 to It~ normal st~lc before U$~ SMell life wilen stOr9.1 In dry warehouse condlt1on~ bl:!tween 50.r tlnd 80"F (l:rC. 27'C) Is 1 year minimum. CAUTION S~lnand":fQlrrlt3nt e.voldc:.:o.-,Lilel. Tr,e U$<'3 of NtOSHIMSHA s pproveo respirator, safety g09gles and ruboe, glovl!~ I, me. omm~nded. AVOid bteathing product. U.!le 'A1~h ",d9qulltO \/entllotlon Remove con, I~mlnalcd cIOlhin~. FrRST 1110 W.."h ~kln with ~O!lp ltM<:t \>Jater. In Cl\~e of eYE:! contact. flush wtlt1 W/l tef for .5 minutes; contac.t a prys :::1 an. Wash c1o~h- Ing b'lfor~ r(<'~ISl?, CLEAN UP Contolr'1 Dnd COflE:Ct wlttl absDrtlent mf)- terlal. Olspo~e or in accordance with IOC:<lI, stille ond r~derDI r~Ulatfons. COLOR Brown SPECIFIC GIlAVlTY glml , .02 :l; 0.07. pH CHLORIDn " >8 < 0.1 d7/25!2007 00:35 nar CI;:> cuu/ '37250'3::::0:::::::::: ~ ~ J. ~ t"' 1'1 L l-l I : I. M U f< t:. A lJESCRJP'TfON Plas[Ocre~ 161 I:J a polYrTlQr-typtJ wille,- redudng adml)<ture, PID"tocrete . 6' cOl'1tlli1'\~ no chlorides. Pl4~toerotc 161 m00ts thll roC/uirllrr;onts of ASTM C .-194 TYPfl A :'\J1d AA$HTO M1 9>1 TypE' A APPUCA nONS Plt~tocrete 161 I'} n;lcommenc'lO for Ul;Il;: In all appllcElllons wl)er!! "ig~) qut!lIty "<:1ncme \111m Sl.lperlOr workabilily 8'ld norll'''' ",.,nlng tlm~~ I~ r(lt:!utrl'd HOW fT WORKS PI~",loere~ 151 wotcr r()duclng Ddmlx. lure pl'()vldes. <In cconomlctll and highly affectlVB means of reducing Iii" !lI',m"nt of miMing w..ter required to produc€ con. eTete of B c~rt~ln !olump by .octlng llS ;I dlspersem for tt1e cement Pllnlclo:J in the mix. Throl.JQh Ihis dl~porSln9 eetlon mOre or tho surfllce or~!l of the ce..,-,ent particles I, /lvailablo for onrly hycratlon. The more cement pDrllcl"" "ydr"l"'d ty c,,"Toct witt. Ule mixing w;ltCL the <]fI''''Jter the compr"~!ih.'C' "'trenglh or the concrete. ADVANTAGES PlilstoCrl;:tc 161 I~ rOrml.lla.ooes Il TYCl3 A weter reduc..r to a 110"'" I '0% \NaTer reductio"! ond rr:e~imIZl> th.. bentJrrts t)~ inerOll",..d hyorlltior. In beth the na:d- encd ~rd pl&sllc 51;Jtes lJE:NEFITS . Reduced wllter content required 10 achieve desirec: slump, IncrlllilSes comprllssl"e and flexural strength5 an" DIIOw~ lno::: use or morc ecOnoml. c!!\ mIKl,'s. .& Improved pa'ltt' qUi!llIly mnl<e> con- e'"." "Mler lJ:l p_lmp ilne1 I1nl.!'!"" MHfERIALS r.n Plastocrete~ 161 PAGE D7/m:: 972 '529 3548 p.? 71/99 War.r Reducing AdmiJtture (Type A) .& Consl5tont normelsettlng tlmestl1ro\J!ilh- QlJt tho recc>mrr>eno:fcd dOSlIgl'. .. Lo....er water cemenl rlltlos provldG oecrl!asecl permeebllUy IInd Incre.._<l durability. Comt)in.tiOll with otlte, Adminllre,: Plllstocreln 161 work~ ~rrectjv~l)' I!" a single tldmhctl.lro or in combination wllt1 other Bdmilltur9s Inlt'le Sill:ll System. Whlln llir Glntr31"e~ C1:Iner..te Is specified, S Ika recommends tho U~Q <:>r Slka air entrain I ng llgents. HOW TO USE DOSAGE AOdltlon FalBS :>f 3. 6~. oz./100 I[)~. (195 . 390 ml/100 kgl of cement arp. racom. m@rldetl for gOl'ler"r cMcrela 8ppricatlcn!\ wh~ro norm.:!!! ~Wng chars ~terlstlc;9 I'HP. de~lrlld. MtKING P'estocrete 161 115 added at the concro!q pllln\. Moosure reClUlr9d CllSD!II)' t'IlBl1uBlIy or by flutoma:od ('Ilo;:p~"('llr. Add Into :he sond ('It 1l1e "JCigh i',oppcr or Inlothe ,"mIa' IIno, elt lh.. blllC." pllln\. W"en l.lseo 'l'l comblnetion with other ad- rnlxwre'.< C"1'~ mU5t ba toKen 10 ClI$pense each admixture 3epl'lrll1ely Into the mix. Do no1 mix witt: dry CElml'lnL PACKAGING Plt1.,locrete "\61 I~ supplied in 55 !'lellon (208 liter) drum" "nO bulk de~lvery. STORAGE AND SHfrLF.l.1FE PI~:stocrelc 161 SI'lOUld be slofed at I'tl;lolle 3S"F (,"C), 11 frozan, IMw and l'tgltRle Iho:-ougJo,ly to "3 I i./1r'I10 normal slllta before use. Shelf \Ifg when stored in dry W8rf'lMI.tSt<: conoitiQ"'$ b!)lWeGn 50"F and Bont (iO"C. 270C) Is one yc~r ml~;mum. -- CAUTION Skin "rcl ElYO I rr!t<lMt; :I VOId C ontect. Tile U'le of NIOSHiMS~IA l'~proved re~plr"tof, ~~ret:l' g()ggl~s IInd rubber gIC"'!l& IS rec. ommonoed. Avoid bre&thlng prOduct. Use with ~clcqu~to ventilation. Remove con- toml'1I1Ted clotl'\lng. FIQs:r AID Wa&h skin with 90epand water. 1M Cll$C of OY0 C on1llel, nu5tl with \'l'eterfor 15 minule'!: <;Ontflct a ph)'~lcl:ln. \'VMh clothing befOre re-uSe. CUAfII UP ConlBln ane! collecl wltn atn;Ofbol"l m<lw. rlBI. Dl5po~e of In ecco.danc@ \\11th local, Stl'll" and fl'dor~1 rcgulallons. - --. TTPICAL vA T;I cnr. PU15rnr:RrTf: 1Ii1 ASTM CERTlFICATJON ASTM C.t,94 Type ^ COLOR a,,",wn SPECIFIC GilA VI7'Y 8'"" 1.17 :I: G.O~ pH >8 cHLDRrDES " <0.1 I f] 7/'2E:"i 2[107 M..r :"R 00:35 :"nn7 9725D9:::HJ:=::=:: I :"PM I f"lTT T MORE MRTER I ALS CO _un..- . . , ~ CHIl!!\I~tlle.~ A DESCRIPTION Plestlment is a w~ter-reducing ~nd re- tanollng ec:lmh<tll.e. Pla9tim~nt contoln~ ll() clIlclum chlcmcJe Qr llny olh~. \nt()n- ltont'llly "ac:led chlcrld '35, Ple"tlm"nt mcc'~ th", :'QqulrQ"'''''L'' of ^5TM C.494 Typo~ B fHld D flnc AA:3~TO 11.1194 Typos Bend D. APPLICA TIONS Plesliment I!; rccommcndf>O for use whel'- ever high ~1Jl'lillty co"c.et!" with predic.t- llbl" ~md cGnlrolled ,e\ time,; 1<; d9s,r~d. U~e I~ r'lltwork anc;J 11 orizonte I or verllcl.'ll .!',pI'orm plF)r.emcn~ where e s'~p",r\or su,face fi"'l~h Is I'(l~Uirgo. ADVANTAGES P I..stimonl Is highly s".,,,,ti...e In hot \'IeElther concreti'"'g lo of1~cl th" (lcetl- (lr~\lng c~octs of high am o!c'nt lamper.. t\,Jr~5 by controlling the heat of hydrO). tlon. Concrete workabl!lty I" enhance': !lrd a SU;;J~lor 5urfllc:e flni~h Is obtslnE'C BENEFITS . In mS'15 COMer!"te pour, rI8stlm",n, controls temperature rise and reducGs me risk of th~rmill crockng. ... InlUel s'" times are cl"layed, 9110wirg lime for proper placement Bnd finlsr.. ing wltt10ut COld Jo,nt~ In 1101 ""~"'l1cr con(lltlo;1S A. PI.,stlm""1 incrc..:IS'?s concreto denSity "nd 0"11",,,,.:,\ i"crc..~el1 ...."'.Iy "nd \-Mi. mete. compr",q<<lve Rod 1I")(u<>.1 <;lI'englh5. Plastiment 97< 529 3545 P'::;(,E 08/ D:=: 1".9 1/97 Water Reducing IJnd Retarding Admixture (Types B & OJ .. For fi:rlwork 3ppllClll1onS PLllsUment sct<; BS II finishing IloltL worka bilily 1<; Improved. bl~odlng 15 cOlltrolllld end a 'liuperior surf(lce fll'llsll I~ o OUlIn....d. .... lower wo.tor c(llT1enl rl'ltlos provide decNJl'l!ood P<J.m"'3blillY end Ir1CreElsecl durability. CombTnlnQn with othor ..dmlxlu.es; P1;:1stlmr;!nt wor!<;, "ffectlvc>ly as B single adm!~ture or In combination With olher admlxt\.Jre.s In the SIkil Sy~tem, HOW TO lISE OOSAGE Addition r8te~ or 2 - 4 11. oz./1:>0 lbs (130-260 m1l100 I<.g) ce".,enl are- rec- ommended for gen"rol concreto ~ppllca' lions Where> (jl(tcndc cl rev.rdatlon I:;; r"ql.lired do~ge may t:l...lncrei)~crJ, Plell5e contllct your 'oelll S,kf.l Repre5cntlJIlve for InforfT1lltlon Ilnd 1!:>:lI~tance. MIXING Add l"I<l$tlment 8t thl!! CO'lcr<:tc plant. Measuro r9qul.!!d quantity m/lnuall~ or :'y l1utomllt~d dI5j:)l'"~er. Add 1"10 the sand et the weigh hopper or 11'110 the water line at U1~ batch plll.,l. Wh,," \.J~"O In combln",tlon with other admIxtures. c~re m\.J~ be taken to d;50- pen~e each eldmhllUrf' ~eparotcly Into the ml~_ Do not ml~ with dry ell"",n!. PACKAGING Plo~tJment ,8 5Uppl:od In 55 gallon (<:08 lill':rl drlJm;S :'lnd I)ulk dellve"). STORAGE AND SHElF-LIFE "'e~l\ment shoul~1 1)0 slore cl ilt above 3()"f 1-' "C), I~ fro>:.~n, '''..wend B9ltlllts tl1orou<.J"I~ to relurn to normal suns b~fore u"",. Sholll' life whef" s\orod In dry wllrehou~!I~ condi~on5 between 500f ~nd 80~F (10OC- 27'C) 15 one year mlnlml,lrr. - CAUTION $kL1 and e\ie irritant; evoid eOI'lIBC(, T"e Ll~'" of NIOSHIMSHA ap~oved respiro- lor, &Ql~ty goggle:!.' and rUbbGr glo\l~":' I~ 'ecommlmdeci. AVr)ld broatl11119 product. U~W \l\1th t1dequale ve~tll"t1c". Remove contamInated clothing. FIRST AID Wash 5Kln with SOllp antS waler. In c:ese of E''lIl? COlltlJCI. nuSh with wator for 15 mlnut"",; cont~c: /I pl'ly5lcilln, \'\lash cloth- Ing before rt'-lJse. CLEAN UP Contain and collect with aO!'>Cltbent mate. rial. DIspo5e of in acc;orclance whh tocol. st:ll tr.- and feoa,ol ; llg U 111:1 Dn $. PI f',r.lll DA T /.I r Of{ 1"1 ,~S llfVlt- ruT ASTM C~RTlRCA TIOIf ASiM C-49~ Type,; B .and 0 COI.OR Yellow/Green SPCClnc GI'lA IRTY 81m' 1,1 e :t: 05 ~ pH ,.S C;HLORrtJn % " 0.1 13725[113::='::[1::=':::::: 07/25/2007 00:35 972509:30:=:8 PAGE 01/0::: San Saba Construction Services, Inc. 3100 Independence Pkwy, Suite 311-3 14 PIano, TX 75075 I DATE~I I I ! i I TO: I FAX: ~ I TEL: I I 3/26/07 I CITY OF COPPELL: FROM: Laurie S,rdsell Larry Davis 972-304-3570 FAX: 972-509-8088 TEL: 972-509-8889 cc: PAGES: 8 including cover Rc: Concrete Batch or Manhole at "Lesley Infrastructure r1l./L ~. z7 .~7 /10 fli H~h ~ ~