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Coppell Trade 2-CS061019PCI CUNSTRLICTIONT INC. F~cSI~IILF TKa'~,SMITT~i SHEET r- t'Fr-bl I ~7~ L)a~~s hevul CTeritenknrn C:lri'ut Cc,PPell 1G/ 19 ?G;;h F 41 ~~_ GIBE? Td; ,L .r r l rz f ~GE~ 1 ~ :Ll T)1 ~r; 1=c7~"EF 9'~'- ~u4 i 7~'v 9 ^ :'KC;FrT ^ FL~R_RF~IFtt ^ PLF.r,F rOl~Ir~fE~IT ^ PLEASE Fl=1'L`r ^ Pi_F:,SF RED ~crti ~~TEc ~ ~~`1?fE ~T` J atlti Ple.~~; 'anU 'Ilt '~ ~1:>-~nn~I nl~ d._5lr~n fnr t};r rr-,ucrE[r R-e u-~1,~~1d 1~1,e r~_ use ar (=r,p~iell Trade ~ xnCer' _. ~~1C ~L1lli r.i, ~- -'X r~[li 'i1C i:C.ad~''3~}~ ~.~( .::C :Sllnti I' `.~-Ll Ill ~'E: 3P.> ~ rh}P~-iU=d1:. 18311 ri t'i=~11 F1E Dui C~er~ten~;0IT1 P ~~ ~3c~N ,q~~ NIC,fiINI~EY, TE~_~S '~~~7~ C~c 6 _ E ~ _ _ _ - 81 `14t3:~5985 - ~ p `J 1 CONCRETE US coNCaEr RE. PC t / COPP>=1.L TRADE C~NT'ER / Ct7Pl'~LL, TX F~closed you will xued the ncccssary submitta! do~¢rients for c2se ieferenoed project about for your review Redi [1tix's strength guardntr~ per ASTN! C9o will not be effective unless the field sampling has bvvn done per ASTM C 172 and ASTM C3 ] end the lahoraavry testb~g fully complies w nth ASTM C39 and ASTM C]077 Reds Mix will elan peiarantee the atren$il1 perfo-mance of the mix designs submittdd far a placement temperature between 40°l+ end ](?Q°F provided the design pl~tic properties nie not exceeded and the Wncnrte is placed wit}un 90 minute of baioh time. AI] cor-cr,ete should bQ placed and cured. with the appiOpn~Le /tCl g,udcl,nes and recornrruendations for hot and cold wessttrer rnnGreaittg. Flot wextller castcreting practices may req~re the use of tae arxllor chti[led water to tnctt oorlcnete temperature i,aquiiesnrnts During periods of oald weather, all concrete surfaces should be protected from freeing for at least ~e first 24 hears after placement to allow t!>z oonct+eLe m ataxin a compressive 52rerl~,tl1 bl 5~ pS1. According to ACI 304.ZtZ Section 4 2.1 "Placing Coa~de by Pt>i~ing Mexhodq", the irts+de diameter of the hose s}touid be a titinim~trn of 3 tirne~ the maximum angular aggregate stu of the concrete. (ASTM C33 datr[tes 57LS ea peimstiitZg 0%5°!o passing the 1" sieve) !t is r®mmmended to minimize or eliminate the t~ frill o#' concrete to avoid [oss of ~r oonteni. i~pettdiitg on boom cotiftgurations, alt~eraiyons w the mix design may be re~quued We thank you for aliowuig us to subrtut these dvcvrner-ts far your rev,ew Please copy Roth Mix with the approved submitlal The approved submittal allows ltedi Mix w review any notes, comrnent5 or exceptions made by the eat~neer or owner relatfng to the specificataon. Failure Cu t}a~ify us prior to fiat placement shall constitute acaaptartce of the subttvttEd mix desip,~ts. Pleatse order by roux n,imber when scheduling conc,~tP clet,very We~,~3~t that you add Redi Mfs to tb~ list ~ metes r~v~n8 rnfu~~ of f lahQrA~ ~ot~nut~ot. fwr tltia prom AST71A C44 entities a martufedurer to receive copies of all test reports when 5trettgth of cone is used as a basis for ecxeptance_ Tlu,s information is another toot for l2edi Mix TA rev:ew and rnonitar the qual:ty and perfom~ance of the oonCnete product delivered. ifyou have any other questions, please do no[ hl+61tffie to cll. Respectfully, Rote Terrelonge, );.i. Techn{cai 5ervicz5 Meager Oc _ F _ , _ _ 8 1 " 4BS5985 - 'J 1 CONCRETE CLIENT: P C I October 18, 2006 PR03EC~', CUPPELI. TR,#DE CENTER / CQPPELL, TX. MIX SPECIFICATJONS. MIX NO. 330J]504 / p.3 APPLICATION• STORM STItUCT1.IRLS COG CLASS A ATQUIRED STRENGTH 3000 PSl (q7 28 DAYS PLACEMENT SLUMP 4 +/- 1 INCH ~, ~~ W/C RAT10 0.54 LBJLB AIR CONTENT 4.5 fi!- 1.5 °/, / ` AGCEGATE CONTEN? 57 CLS 57.6% I SANL14Z.4% ihATERIALS ASTM STANDARDS WEIGHTS {SSD) cEMHNT ASTM Clso T'~`P>r V11 a7o COARSE .4GC ASTM C33 SIZE No. 57 isSO COARSE AGG. ASTM C33 SIZE NO LIGHT WEIGHT ASTM 0330 p00 FINE AGG. ASTM C33 1335 FINE AGG. ASTM C3,3 ADMIXTURE ASTM C494 TYPE A or D 2 - 8 arJcwt ADMIXTURE ASTM 0494 TYPE F pp,0 ADMIXTURE ASTM CZ60 O.S -- l.0 ozJcwt WA7'E~ zsa ASTM C94 STANDARD SPECIYICATIONS FOR RF,ADY-MIPCED Cgl~CRETF STATES AS FOI,tAwS: "WHLrN THE CONCRETE STRF.NGTiI T9 USED AS A BASiS FOR ACCEPTANCE, 1'HB MANLIFAC"CC1R~R SIiALL BE E1VT17LED'r[) COPTES OF TEST AI;PORTS... THE 1ND[VIDUAL Wlip SAMPLES ArD TES?5 CaNCRET~ MUST BI; CERTIFIED ACI LEVELI.~ AbnITIDNAL WATR'R,4AbED TO THIS CONCRETE WILL REDrI(''E THESTRBNGTK_ A/vl' WATEAApDR'D IN ,~_ EXCESS OF Sp~'CIF7ED SL t/4IP 1S A T CUSTQMERS RISJfC. LARRY CREECH /CET SErtiOR ~:vCINEERTNC TECHNICUnI Oc ~ _ __ - 87 '4955986 - p. 4 ~x~oi~Mix, l.P ACI 214 - STATISTICAL EVAWATION MIX - 33D.l1SO4 MavlnQ Avg: 3 Alr Con 7 Day 28 Day 2g dsy Swmpla Slump Corm Temp Comp Comp Comp Std pate fn y6 deq F pst psi pal Dev CV 24-May-06 4 4.9 ~~ 82 2790 3710 2z-~ay.oe s.6 a ga a2oo s42o 6~.lun-06 4.75 a e 84 Soso s6~v 4173 2~,tun-08 6.25 4.7 88 2820 3590 4133 2,lun-0e 3 4.8 91 37;50 4440 3907 9-Jun-0B 3 3_B 1~1 5400 4480 4173 i'~lun-0e 4 1.2 87 3390 4070 4333 ~, 9Jun-06 3 3.8 91 8800 4490 43b0 19-,)un-06 5 41 89 3480 4260 421'3 7-0ctr0lS 5.ff 4.3 B7 3500 vrQ30 4593 469 1096 - ct-05 $ 4.2 68 2970 4100 3 1016 1i-0ct.os 8.25 4.3 79 3170 4060 4393 421 10% 12-Ocl-0S 5.6 6 3 83 2820 3830 3993 418 1096 13-0ct-0b 6.b 4 74 3490 4700 4193 424 1fl°i6 13-O~t-OS 6.75 3 Tb a4Z0 4340 4290 aa7 9°16 ~ 13-0ct-05 6.6 3 75 3070 41 G4 4380 393 9"~6 13-Oct-0S 5 a q 76 2910 3950 4123 3f38 1fl96 13-Oct-05 5 4.3 78 3084 3810 3947 366 10°k 17-0tt-06 4.5 3 72 2780 3850 3®63 s>3Y 10% 21-0ctr05 5 4 7B 4030 4780 4447 399 ~ fl% 21-Oct-0S 5.6 4.2 t3 3380 4240 4290 387 990 Z1-Ott-0S S.5 4.4 73 2860 3870 4230 895 9% 8-Nov-o6 5.s 4A 77 2880 '820 3810 393 1096 8-Mov-05 s 4.6 75 3210 3930 3$07 386 10% 8-Nov-0b 5 4.3 80 2580 3720 3823 3$B 1fl% 8-Nov~06 5. S 4.li 7fi 2610 3670 3740 396 ! 1 °A 8-Nov-0S S.b 4 1 82 3740 41 SD 3813 388 10x,1, 13-Dac-06 6.5 3_S fi4 2810 4110 3943 380 109 13-Dec-06 4.5 4.5 66 3294 4280 4480 374 9°,6 30-Dec-0S b.75 3.5 62 3230 4010 4133 368 99'0 avv 4.95 4.1 78 3216 4129 tJ~. _ F _ __ - 81 '48SS985 .. p 5 ASi~ G~QVE TEXAS i._P. - n ~a..~ r~ oriv ~s ri a a .... w ~ ~t ~ !r roo crirco sa.a Pe.. opl[. San sz4 Atldloatba, Tesa!a T64fe Ps~.~ 9T}7}7$701 P.z: sTZ-ZV~,sli1 Cemm[ Type: I/il 14edselba Rb[iDA` M> ~1, ZOti • ~-}I. }QK Dnee: f/llZ00t SfANpARIT REQV7fIlEMlehrl~3 AS~h1 C130-0~t C7Q?~4ICAL - - MfYSIC~ l. gPoc, T..r $~- ~~ ~.faai[ ICaauh 31l~ Llaaq Teat Rer[e Si0[ (%) .[ ZO 96 AL .mped of eee-d- {vr-aaa[e Xl ] 2 amc 10 •~O,(S4) 6owa. a.57 f~eee(de71r1 Pa~O~{~) 6.0 maa +[,Ii (AL pO*~b) 2s7D mm ]l~r GO (''~) a A>reoatr*e aapaaeai0. (%) O 60 aiua 0.00 MAO (%] 6 0 aaw I I6 SO, (~) 't 0 maY 2 t 1 Co~prpdrr Iflraigl! {~ hfjr; [.w er ~aloa {X] 7 4 ma 177 1 17V A 14S1iY N.aO(1M13 I ~ar-e lie4 779e 7~ao(i) a ~7~ 2~ao .va u.a7aw 1ts+akbo cx) o» m.,. o so n n.,,,,, ~ CD] (.i) A 1.b9 LJpea[0ne (x! + 0 PoM 3 7 CtC(1J io li[[u[see (`A) 70 mtn Rl Papeatia} rasiaMln4e (T) Tlmc eJ rsa6rt (>Aioasa^1 C,s ,r sb (r1~a) C,9 A 7 y Iwidel Noc Ida ao CyA emu S dum 4J erAF A PtVe1 N.a a.ue 211 C.APw~(C~ ,~ ~em~~s OP7TAIVA.i ~7V't~ Ag'I'M C35G-0St Tsp~et Z and 4 {~F~11QCAl' _ ~HfCA L SOec. T~ c~ ieeao 4,at__ ttmur tat[ umi[ Ike[ f7~.[a Egaivrlea[ el}~aW[ (%) 0"4U G.45 }led s(h7+indoe (k.l Ar>U d ~ Nee eDFls~~ 7 d.r. w ,1 8 ~ LJ~rlr •e. ep0elGed by p.oc6aar, r~ .mu1~ p.wndcd far Hw .ILfda+rl0>• (41 fail ~afocmatlvr pdy, t~ ~ A A G e Ttst [a[u7u fm 7hia Paivd na ~vulebic -T~~-"~- - Wa oarp(y 117-~ 1ue •bo.c datr,Ged a®Ma. M 1Ao a[,x of [tnpras~ ae..as r1v: tht~tl eod pbbuc+l requ7~mer~l of dr ASYM Ci SO-84 s (aa6q) ~wai6attida 9~~c ToddO fifaara 7440• Qu.6ty Comm Mayor UG ~ - _ __ - 8174855985 ~ -- • J 1 corvcRt r~ CQARSE AGGREGATE ANALYSIS SUPPLIER HAI-ISON PERCH HlinL BRIDGEPORT, TX. MATERIAL.TxDpT GRAQE 4 -ASTM SIZE 57 - p.~ SAMPLED BY Ht3 SIEVE SITS IKT. RETAINED % RETAINED /o PAS31N TXDOT SPEC ASTM SPEC 14252. °i6 RETAINED °.6 PASSING - 2" 1112" 0,0 0_0% 100.0% 0 100 1•• x13.8 1,S°!o 98.9°~ O-5 8S-?00 3/4" 434'7.0 30.59 69.6°~ n/a n/a 112" 9~a9.o 57.o°r6 33.0% ao~76 25-60 3!$" 11886,4 83.4°6 16.8°~ n/a nI~1 N0.3 N ,4 13767.9 96.6"96 3.4% 9b•100 0-10 N0.6 _ _ NO.B 14081.3 9$.8% 1.2°l0 9$-100 0-5 N0.10 N0.18 _ Nd.20 ---- No.3o _ NO.40 NO.SO -_ N0.100 NO.140 -` NO_Z00 PAN 14238.0 _ 99.9°!° 0.1 °~6 °~6 LOST 0.196 MAX O.3 DECANT 0 9 sPECIFIC ~I~AViTY SSO 2 sg ABSQRPTION 1 0 °~6 DRY RODDED UNIT WT_PCF "EO'I 9 DRY LQ(JSE UNIT WT PCF~ 97 1 C(3MPUTED BY:HB RtI~DI-MIX, LP. flpJ~lEA/1L OFF;CEJ144s ~ecArlnu- DAve, &+11e 136, Canol~aon. TeocttiB 75C~DT PFfONE: (g7Z) Ya2aS50 FAY. t972) 3~-A758 f)c ; _ _ k- - _ _ ~ - 8 1 748559F15 ti ~~ ~~ FINE AGGREGATE ANALYSIS SUPPLIER I.ATTIMORE THACKERVILLE, OK MATERIAL. ASTM C33 CONCRETE SAND - ~ p.~ SAMPLED BY TW SIEVE sfzE WT. RETAIIVEn 96 FtETA1NEU °~G P 31NG TXDOT SPEC ASTM SPE 800.0 96 REYAINEb °!6 PASSfNO 3re•~ o.o o.a% 1oa.a~ - o% 100 NQ.3 i NO.a 8.8 _ _~ °~ s8.~96 o~-s°~ 9s'6-~ oa9~ N~.6 NO.B 91.8 .S% 88.$°/6 0°/6-2D% $4°~6-1 QO% 0.10 N0.16 164.3 ,8% 79,5% 5%~U% 50'Yo~-85010 N0.20 N0.30 2$$.5 38,1 °~6 63.9%'~ 35%-7S°i6 2g%-60°!• N0.4 - _ NO.SO ~ 692.3 _74.Q°Jo 26.0°/i SSoi6-e0allo 59630°6 N0.100 739.9 9~.6°i6 7.5•,b 9D•~6-1 C10°ti O°,6-10° N0.140 NO_ZDO 7$7.5 98.4% 1.6~° 97%-1QQ% N/A PAN 797.7 99.7896 °!e F M 2 3fi DECANT 15% SPECIFIC GRAVITY 2 82 SAND EQUIVEIANCE $7 DRY RODDED UNIT vvTlPCF 112 Q DRY LOOSE UNIT WClPCF 1 Qq,2 ASORPTIpN,1.0°/a COMPUTED BY TV1/ pEDI-NIX, LP. QEN~FtA~ OFlhCE/ta45 wtAanr~rr Drive, ~ulMe X36, GRrto9eon, r~ 7500y P1iONE (872) PAS-4-S5Q FAX f9~~ 323.0759 .~ ilr.- ~~ _ F U7/1?, ?nna iFltifl t3 2i xwg 21d4817072 D21te Duly 11, 2006 Attu Larry Cn~ Redi Al1tx. inc. Re: AtSmixture Certt€~catian - 81 7485985 $LiGLID f'gYlIICAL - p.8 @j003 To INtram It M81y concern. Tha Eud(d Chemical Company trareby r~riitleS tt~a# Jts ~dmlxtx,re, ~ucon NW, is a Gquid~ w~ltvt radualir,B admbcture for concrete and meets or ex>r~ds the requln~rnertts o~ ASTM X494, Type A. FuPtherrnore. it is >ddso certlt(ed that Et~con NW does not cant8in ca(Gium ohloride or sdd®d chtOritle ions athet than those norrr>~lly present ir, water, If yvu have any fltrthet questions please cvntalCt me et 800.321.7628 Sir~censly. Benjamin .1, Po6~ppelman Technlcel Support Represerrta'ttVB STAT'f~ OF 4M1O } COON"fY OF CUYAHOGA } ~wom~o and aub$cribad before -rsd. Cleo r+d, Uhfo ~:° • a i:i A UEUNE RRY, rypTARy x=r ~TAT~ pp ONIb `' ~ql Coirtlnloa k~qw ^w. re, 1` R•Oa1~E iA Cy~yrfiOQa goy PubC,c fc,r u,e Stets of Ohio this. July 11, ?_fl06, +bt !- 1 L r ~ ~ ~r ~~ • ~ ~ ~: -.GLO~r ~~~~ o ~ ~ -~' ,y,~e~..~.,, (~O 9Ont Gerti4fed ®vrS.~lOg877 ~18~1-9222 ~ 840-32~-7828 s Fax: X16-~3f-'9696 • M+ww.eudidchentl>r~ll.caonn i~l C ~ _ R - o~ii~~.evQS w1rA is z2 FA3 2~ddsi7o72 De-taa. July 14.2006 Attn. Deny Cresch Redi Mix, Ine. Re. Admncture CsrtlftCation __ - Al ~4'E35~985 ~ ~ p- 9 ELfCLFD C'F~A[iC.+IL ~ 004 7o Whom It May CorlCem: The EucNd Cttsmtcal Company heraeby cer6fres that Its Ilqutd admixture, 6uoon NR, h.~ a wader-reducing, refierding edmlxtUrq fvr concrete and n~-epts or exce~fs She n~quiirementa+ of AS7'M Gt94, 'hype A & D. Furthennor®, it Is also certtfled that Eucor~ NR does hot c~rrtafn c~laum cttb-ida or added ~hiorlde Ions ether then those nermally present in wafer !i you It1v't~ any further que-stbins please COrltsbCt me at 500.32 i _7828 Sincerity, ~~ B®njarnln J Poepp®Jmsn 'fechrnr,,etf Support Representutl~4 STATE OF OHIQ } COUNTY 4F CUYAHQG/>< } SvVOm to and subscribed t~efol'+9 -rte, a htot~ry Publlc far the State of Ohio this, July 11. ;006, at Cleve4l d. Uhlo. ~Q,~F ~, ~`~?13,~ ti ~_ ~- ri '.T ~.. ~4 ~~UrirH~~r.nror ~ ~I,: ~ '~ snaz~ op vu+1'PU9 Sq y O .a k, oyYnha~' ia. 2007 ~- ~"a'~d ~ GoYn4, ""`I~iii~O°'a'"' 190SO4~ Ce+tlfled Cien.~tt~errr ~~-psi-~~az • eva~27-7828 • Fnx: 216-531-598 ~ www.euNid~hstnic~l.com