The URL can be used to link to this page

Duke Lesley 3A-CS09111911/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 01 Constru~tion~ Ino. Ca1Har Construction, Ync. 2138 Ca1Har D~-YVc Melissa, TX 75454 7'el: 972-838-288$ Fax: 972-538-2299 Facsimile Transmittal From: Jeremy Routsang To: Larry Davis Company. City of Coppeii ~- Engineering Dept. Phone.- 97Z-344-,684 Fax~~ 9~~-344-3574 Ref Samsung Parking Expansion Date: ]' 1 / 19/49 Pages 18 Including this co~~cr pngc Comments: X{ollowzng are our co~~crete hatcli Unix designs for ca~~-place concrete storm structures. .'~? If you need any additional irifnrmation, please do rot. ~!esitate to call. ~~~~ ii11~I 2°0~ 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 02 ~~ Lattimore Materials Campanly 1700 REDBUD BLVD STE 200 ~~ MCKINNEY TX 75070 ~ (972}221-4646 (main) ,.~.~,.,...,~ ................. (972)221-9647 (fax) Ready Mix Concrete Mixture Deign Date: 11119!09 Client: CALHAR CONSTRUCTIOM INC Project: SAMSUNG PARKING EXPANSION COPPELL Mat©riats: Cement: F1STM C 150, TYPE I/II Coarse Agg.: ASTM C 33, 1" - ib4 Fine Agg,: ASTM C 33, CONCRETE SAND Admixtures: ASTM C 494, TYPE A OR D ASTM C 260 1.Q Cubic yard byv(relght - SSC1 use Mix Numb®r Strength ~ 28 Days STORM STRUCTURES 7261 (5 SK, WR, AIR) 3000 psi Cement Coarse Aggregate l=ine Aggregate Water Admixture WATER REbUCER AEA Total Weight Unit Weight wlcm Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 470 Ibs 1850 Ibs 1465 Ibs 250 Ibs 1$,B ozs 3.1 ozs 4035 Ibs 149.44 pcf 0.53 0"k 95° F 3.5 Inches 3-696. LMC nos n0 KndNrIC['Ig^ ur aulhorlty regar[11ng where tnls mlMUre Is to nP planed, there(Cre ft is ihE dICCCf rrsp^n5lBllity ^f the Purchaser, the design arthltcc[ or dCs(gn engineer, and or c^ntraclnr tq Insure mature above designed mlxturC parlmctdrs t^r compressive strengtn, mixture prpprxtlUnq Ur ratl^s, and ^therregWrPU pertUrmance parameter3 are approprl[nc torthlC antlLipated envlr^nmentai, duraunlry, ^r usar~e CUt1UItfOr13 In ACI ~i6 Cnaprer ~ antl~ortnc ~ievallt local Uulltling codes. t-MC warrants the supplied ready,mM r.nnrrera mlxti~ra Ueslgns wnldn LMC guaf'OnCCCS will achieve the spedfled c^mpres9lve strengttl, ^r tither pertvrmance pmpertles nr the concrete stated in me Contract Documents, as were made available at the ume ^r quntarion, when tested and evaluated In accordance with ASTM C172-99, ASTM C31/C3IM-03a pntlurnng proper Ir»tlaf curing as per Section 117.1.2), ASTM C39/C89M-01, ASTM C9a~C9aM-117, or ^tner standard iPSt metnotls Indicated In the contract Documents tntrt were necessary t^ verly the addltlonal peROrmance properties of the concrete, and when the recommended procedures inr placement and curing rtt the Irrpface concrete, or those specltlcally olrtl3netl In ACI 905R-99 antlACl 3CSR.-99 err. fhllGevpd. If ~nrJ when nccccsary.AdUl[lonal Inromlat!on non bef~und In [he LimltetlvVarrerrytorReedyMixConcrr_fc. In ac[ornan[e with ASTM L`94/C94M-d7 SeCT.IUn 4,h, I_attlmOrE MalErlal3 Company Sftall CCCCiVC all Lnples ^t Lesting n=_p^~, and they should he tn~wartled to our ^ualiry Ggntrcl pPpartmen[ (fax 972-221-96A7) ds Soon as available. Failure to forward rep^rts In a ilmeryrastv^n r_an May respnnsF tlmP In Uealing wltn cnnCretC Concerns ds WCII nv f~IturC proJCtt Submittals, Tnls mix aesign ^.unmiual, price punt,?, ^r material spe^Flr. Ini'nrmatlon (aRRrPRate properties, grading, materl~ composition, ^r other Ird^rmatl^n rCnartling mMerl7lg m3nutacturoq by L9tlimorc Malt:rials Company] In pmprlchnry and c^rtfldcn[ial and not fi Ue snared ^r transmitted In any form td anV person or orTlani~atlon that Is not expressly autnoMxed In writing by a designated ^rFlclal or Latnm^re Marenals Company Aril unautnonzed person ^r entity In possession ^f this Ilnnrmatlgn will hP, pro9eCUl',etl tOIhC tUllest a%tCYri df t11C 11w. 11/19/2009 14:50 972838''''99 CALHAR CONSTRU~'TTON PAGE 03 LMC LATTIMORP 1VIATF_RIAi,S COIVIPANY, L.P. F.O. Box 556 Mck.inney, Tcxas 7507D-0556 972-22.1 X64 6 main 472-569-6998 fax www,lmctx.com d~!r. ~ fn v ~ ~ ~" M7~~Lrh~l~r~, ,. .. r~ ~ ~ ~ ~ ~ ~ ~ I) i~t~ I by jll 1, i 1 ~~1 II i,.1. ,~ ,, ~,~ `-~= ~I t~~~ r~s.~,l~re SiFr'e't~ th'~IH,Y f~rt~, , , ,~~ ,~;, ~, , ? ~ ti~ ~~s ~ i~ x.n ~,, ,; ~~ ~ ,,, ~ , , ~ ~ ; , ~' ~ ..~ ~ ~ i+ ~.~~ ~ ,, i ~ i ~, i , ~ E!~ Ill,!. ll ~~d,l (11i~~ ~~ Mix C)esign # 1281 Design compressive strength, f ~ - 3D00 psi Number of test results = 30 Z8 day compressive strength standard deviation {s) = 854 psi AGl 318 Table 318 5.3.1.2 modifier = 1 ModiFed Standard deviation (s) = 854 psi ACI 318 Table f'c ~ 5000 si {5-1) F'~'^f `+9.34s = 4145 5.3.2.1 p (5-2) f',,, = f~ + 2.33s - 500 = d490 psi psl 2$ day cylinder average = 4554 psi Required ACI 31$ strength = 4490 psi Test bake Slump Canc. % Air 7 day strength 28 day strength # Tem C 1.1 7Avg. Cyl.1 CyI.Z 9etAv 1 D1/D2fD9 4.50 63 5.50 3470 3470 4590 4470 4534 2 01!09!09 5.00 76 4.75 379D 3790 4980 4830 4910 3 01!12/49 4.25 64 3.50 3150 3130 4280 4330 4310 4 01/17!09 3.25 58 4.00 423D 4230 5480 5150 5320 5 01120!09 4.50 63 5.50 4010 4010 5640 5450 5550 6 01!21/09 4.50 74 5,80 3700 3700 5150 5050 5100 7 01!22!09 5.4D 6Q 5,50 4920 4920 5290 519D 5240 8 09!23/09 4.50 67 3.50 3730 3730 4820 4740 4780 9 01/26/09 4.00 55 3.50 4750 4750 6770 6600 6690 10 01!26109 4.50 56 5.00 4990 4990 7020 7020 7020 11 02/05/09 5.00 64 a.5o 3250 315D 3200 4120 4170 4150 i2 02!05!09 5.50 65 4.70 3210 3260 3240 4430 4094 4260 13 02!06/09 5.25 58 4.40 3300 3630 3470 4300 4344 4324 14 02fi2l09 5.00 59 4.70 3400 3430 3420 4500 4470 4490 15 02f13f09 5.00 73 2.60 3300 3230 3270 4410 4394 4400 i 6 Ozf17f09 4.44 63 3.50 3ZOD 3ZOU 4290 4110 4200 17 02/17!09 5.00 81 5.40 3480 3550 3520 5150 5070 5110 18 02!1$/09 4.50 69 4.70 340D 3250 3330 4510 4310 4410 19 D2l25/49 5.40 77 5.14 2300 2360 2330 4940 4100 x120 2D 02/25/49 5.00 76 5.14 26fiD 2660 3630 3710 3670 21 D2/25f49 3.00 65 5.5D 3250 3250 fi03D 4160 5100 22 43/02!49 5.25 66 4.50 2$54 2860 2860 3840 3850 3830 23 43105!09 4.60 73 5.04 2914 3000 2960 3830 3$2D 3830 24 03f05fD9 6,50 73 6.20 2470 2470 3184 3280 3230 25 03!07!09 6.OD 72 a.30 2990 291D 3550 339D 3474 2B 03/10/09 5.00 77 4.10 3440 3350 3400 4310 4330 4320 27 03117!09 5.00 73 5.50 3050 3020 3040 3880 3870 3880 28 03!23!09 5.50 74 4.30 23$0 2420 2400 3480 3570 353D 29 03124!09 4.00 74 4.00 4480 4530 4510 4770 4870 4820 30 03!25/09 5.04 75 4.10 3130 3130 4010 4D54 4034 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 04 ,,, ASTM Date Sam pled: 19-Mav~2009 Lattirr~re Materials Company 1700 I~edbud Blvd, Suite 200 McKinney, Texas 75069 972-221-46A~6 (main) 972-221-9647 {fix) www,lattimorernateri als.com sls far #~57 Coarse ggr®gate C33, G117, 0127 & D75 Date ran: 21-May-2009 Total dry wt: 65.96 Ibs. Sample: 1" x #4 Source; TXI -Bridgeport I_OC~tIOn: TXI Rail ~ load out Sieve Siza (in) 111it. Ret. % Rat. % Pass ASTM C~3 #57 ~.ilmits 1-112° 1.SOO o o.0°ro 1aa.0°i° 1aoQi° 1" 1.000 2.14 3.2% 96.8% 95% t0 100% 314"' 0.750 13.54 20.5% 79.5% - 112"' 0.500 37.$tl 57.4°/0 42.6% 25°to to 60% 318" 0.375 50.18 76.1 % 23.9% - #4 0.188 82.66 95.0°fo 5.0% 0% to 10°/n #8 0.094 65.0$ 98.7% 1.3°/° 0% to 5p/o PAN - 100°~ 90°rh e0°h, 70"!~ ED'ib ~o"r~ 40".4~ 30% 20"/° 10°~ "~° t-% Retained ~°r6 i'assing ;, i 0.010 0.100 1.000 Steve Size (in.} Absorbtion: 1.36°l0 ASTM 0117: 0.72% Specific Gravity: 2.66 Dry Loose Unit 1lVt; 94,72 Iblit3 !Try Rodded Unit Wt: 104.79 Iblft3 10, 000 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 05 ASTM C29, C Date Sampled: Date ran: 22-May-2009 Total dry wt: 705.7 grams Locotbn: Load Out Sieve Size (In) Wt. Ret. % Ret. % Pass % Passing ASTM C33 Limits % R~taln~ad TxDOT 421 3f$" 0.375 0.0 0.0% 100.OQ/° 100°~6 0% 114"' 0.2'50 4.0 0.6% 99.4% - - #4 0,18$ 30.0 4.3% 95.7°l0 95°!o to 100°!0 0% to 5% #8 0.094 122.0 17,3% 82.7°/a SO% to 100% 0% to 20% #10 0.079 142.3 2Q.2°f° 79.$% - - #16 O.g47 187.9 26.6% 73.4°/0 50% to $5% 15°fo ~ 50% #20 0.033 222.3 31.5% G$.5°/a - - #30 0.023 305.0 43.2% 56.8% 25% to 60% 35% t0 75% #d0 0.017 443.2 62.$% 37.2% - - #f50 0.012 555.4 78.7% 21.3°la 5% to 00"fo 65°lo tta 90h/o #SO 0.007 671.7 9'5.2% 4.8°/a - - #100 U.g06 685.9 97.2°/a 2.$°10 0°Io t0 10% 90°fo to 100°/0 #200 p.003 701.9 99.5% 0.5°l0 0°k to 3% 97% t0 100% PAN - - Fineness Mod.: 2.67 Specific Gravity: 2.63 Dry Loose Unit Wt: 105,1q Dry Rodded Unit Vlrt: 116.07 Ib/ft3 Absarbtion: 0.74% Ibfft3 Lattimore Materials Company 1700 Redbud Blvd, suite 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www.lattimorematerials. com for Fine Aggregates C 117, 0128 8< D75 Sample: Spec Source: Denton 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 06 „~~ ` ~;;,, ~ ,- ,~, Product bate Sheet Edition 10.2005 Identification no, 161 Plestacrete 161 ~~;,, ! .'ii;~lf ~'` ~ ~~~:.,:~~ ;~ Plastocr~ete~ ~I 6~ ii , ~i; ~~ ,,, ; , ~. I ,~~ ~~ Water Reducing Admixture ,,: . ;,, Description Plastocrrte 161 is a lignin polymer-type water-reducing admixture. Plastocrete 161 meets the requiremEnts of ASTM C-d94 TypesA, B and D. Applications Plastorrete 1G1 is recommended for use in all applications where high quality concrete with supt:riorworkability is required. ' ` '` : ~ '" Advantages. Plastorrete 161 water reducing admixture provides an economical and highly ff f d th t f d t d How to us+; Dosage c ectrve means o re ucrng a amours o mixrng water r,rqurre o pro uGe Concrete of a certain slump by acting as a dispersant 'For the cement particles in tl~e mix. Tllrough this dispersing action more of the surface area of thG cement particles is available for early hydration_ The more cement particles hydrated by cr~ntact with the mixing water, the greater the oamprFSSive strength of the concrete. P lastocrr-;te 161 is formulated as a Type A water reducer to allow up to 10°/a water reduction and maximise the benefits of increased hydration in boti7 the hardened and plastic states. ^ Reduced water content required to achieve desired slump, increases corr~pressive and flexural strengths and allows the use of more economi- cal mixes. ^ Irliproved past r, quality makes concrete easier to pump and finish. Consistent normal setting times throughout the recommended dosage. ^ t.awer water cement ratios provide decreased permeability and ina~eased durability, rr PlastOCrCtC 1 G1 does not contain intentionally added c~llaride8 and will not initiate nor promote the corrosion of steel in the concrete. Dosage rates will vhry depending on the material used, ambient conditions and the requirements of a speaifir, project. For general concreting applications, Sika recommends a dosage rote between 2-4 fl.or_.,'100 lbs. (130-2G0 mV100 kg) of cementitiaus materials far normal setting characteristics. Oosagc rates oi` 4-6 fl.az./100 lbs. (260-390 m1/100 kg) oT cementitious materials are recommended 'For applications where higher water reduction is needed as well as extended workability and prolonged setting tirl1Cs. Dosage rates oufsidC the recommended range may be used where specialized matcriais such as miorosilica are specified, extreme ambient conditions are encountered or unusual project conditions require special con- sideration. In this case please contact your local regional Sika office or Sika teNmiC?I service department of 1-800-933-7152 fqr further information, 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 07 Plastocrete 1fi1 is ridc,(ed at the concrete plant, MeasurC squired quantity manually nr by automated dispenser, Add Tote the water line at the batch plant or to the miXer at the end of the hatching cycle, Combination with other Admixtures: Plastocrete 161 works effectively r~s a single admixture ar in combination with other aldmixtures in ~l'he Sika Syst@m. When air entrained concrete is specified, Sika recrsmmelnds the use of Sika air entraining admixtures. When used in cambinatian with other admixtures, carlrW must be taken fo dispense each admixture separately into the Concrete, Qa not mix with dry CCrnent. Storage alnd Shelf-life ,.. ,.., :;. , ,. ,. ,. , Typical Data Appearance dark C-3rown liquid . Specific Gravity Approx, 1,2 Cautiott Skirl and eye irritant; avoid contact. The use of NI{78W approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove Contaminated clothing, Handling artd Storage avoid direct caniac'. Wr•,ar personal protective cquipmen•t (chemical resistant gog,yleslglovl's/Clothincf) to prevent direct contact with skin and eyes. Use only in well ventilated areas, Wash thoroughly with soap and water after use, Ren•ove cantaminatl;tl clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with waterfor 15 minutes. Skin: Remove contaminathd Gothing, Wash skin thproughly for 15 minutes wi#h .. snap and water. Inhalatinrr: Remove person to fresh air. Ingestion: i?o not induce veirliting. Dilute with wa'Ier. Contact a physician. In all cases, cont~rtt a physician immediately if symptoms persist, Clean Up Usr personal protecive equipment (chemical resistant goggles/gloves! .. clothinyl. Without dlrC(;t contact, remove spilled or excess product and place in suitable scaled ec.~nt~~iner. Dispose of excess product and Container in ac- cord~Jnce with applicable environmental regulations. ~ r;' ~;;. Plastocrete--. 1fi1 is supplied in 55 gallon (208 fitFr) drums and bulk delivery, Plastocrete 161 should be stared at above 40°F (5"C), If frozen, thaw and agitate thoroughly to return to normal st7tc before use. Shelf life when sficred in dry warehouse Conditions between 50°f= and BD"F (10"C; - 27"~) is one year. KCCP CONTAINER ~ IGHTLY CLbSEn KEEP OUT OF REACH OF CWILpREN NO i FOR INTGRit'AI„ rpNSUti;PTION FOR INDUSTFtIl1L USE ONLY CONSULT Mn'rEr~iAi.SAr-FTYDATASHEETFORMOREINr-ol~nnATION Sika warrana thin pmU~,,rt ft,r r,.h° year from dale o' Ineta0at4on to be (rcc from mnnuracturln~ rlef~Cltt ahd Itl ri+eeH the technMal properties vn the current Technlenl CJ.ila 5tnrnf .I rrc:eJ ztr- lrco,t~cl ;rvYnin sh+:F INc. Uner drte rminen autnh1lty nT prOCLrr1 %t fM;hded Ute and awumea all dcka. Duyer: ode remedy .t r~nll br: Ilmf:nrt to inp No t!~: u:~~ r,Nc° or replaxmenl of product c'.Ylunlvc of lnhor ar wst of khnC ND OTI#RWIU2RANTICS CXPRGSSEOORIMPI IFDSHAJ,I,AppLrtlvCLflDtN(pANYWkRrtANTYOFMERCHANTAtrLLRY0RFR1~35FOR APARTICUtARPURpn3f--. SIKnSHALL NDT OC LIADLE UNDER ANY tE6AL THEORY fOR$PEGIAI, QR CONSEGtUENTIAIL DAMAQES. SINA$NALL N07 DE RESpONSIDtC rORTII~ 115E OFTHIS PRODUCT INA MhNNRR TO INFRINOC ON ANY Pl(TC'Nr OR ANY OTHER INTELLECTUAL PROFGRTY RIGHTS HEtD by biH1ERA. 51KeCtl7pOMtiorl SikaCnnadnrnc, ~-~~ 1-8D0-933_SIICA C1,UALITY X01 PolttoAVenur. GD'~, ~olmarAvenue LynUhuret, NJ DTD71 Pnimh-r;lalre, r1C H9FtA.Ag ~ r ' Pnnnn; (201j933-fIeDU i'hOlln;(514}5?T-281D ~ r per' (2D1)4z3-8?~G F',~a~ (0,94.)6?T-3087 vnrw.niknnnnytryr~fion,o om vrwvr.-.Ikn.an 'QCf11~V ElUI~~S Raginnat lrrtnmvtlnM hml Gtt/a CCMCr::r. F9r Ihl: IVtsllon OT your n .nrnrl 3f1<a rnprar:nnt, tlvn, rrmlaCt yvr Ur rg~Mndl Cent Br. U.S.: North Enst Rnpran: FnlrN?ng HiHC, PG, nyidne (213) 2B9 -8000 North Central Rrpion: Marion, OH, Phone: (BQrt} 8gt_15A9 South Sant RnDlan: C'nnynrc, Gn, r'f~~:'P (77D} 7DD-1300 wulh Central Rrgron: Mnnqultn, 7;(, Phone: (B72} 289.8AB0 Wcstcm Rrplon: Santa Fe Sprlnrs, CA, Plwne (562) 907-3890 ainnar ontarto: rwissr-nacre. orl. r'rmrr~ (r~c~~,r !e!t-a7 rr. ntr,wnn: Enrr~,nttln, AB, Pnnne: (r80) 4UO~K17 arrsnN eanrew,wr~n rJi„- Mr R ~ i yon r ~rrat n er 6n'+r r n u~ nl,h}I, c p 7N21 (08 9tg0J, 1.4r:bs: P HI 09715, Kr„an d N,- R G fgltl7, 5ana K. Aerrr.2s: ou MaW BIHa antl Pladocrats era ro{Ilslarod l2damsMS, Madw m LIRA. nrlntsA In DFA, 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 08 product Data 5hsa4 ~ditipn 10.2005 Identification no. 1r7p-54 Pl2stiment in, ,;~;.: 1`,, ~;? 's,',~r ;,, ` PIaS~lme~nt~ 1lVater Reducing and Retarding Admixture Advantages HQw to Use C7os age Plastiment is a water-reducing and retarding admixture, Pla ;timent meets the requirements of ASTC+A C-494 Types L and D_ Plastiment is recort~mended for use whenever high quality cohere-.te with pre- dictable and contrelied set times is desired, Use in flatwork and ho+iTOntal or vortical slipform placements where a superior surfar,F finish is required. Plastiment is highly f+ffoctive in hot weather concreting to offset the accelerat- ing effects or high ambient temperatures by slowing the hydration reaction and controlling the: hydration heat. Concrete worlcabiliiy is enhanced and a supc- riar surfarc finish is nbtainCd. In mass concrete pours Plastiment controls temperature else and reduces the risk of thermal cracking. ^ Initial sr;t times are delayed, ~rllowing tune far proper placement and fin° isllinq without rpld joints in hot weather Conditions. ^ 1'I~rstirrrr:,nt increases concrete density and delivers increased early and ultimate, crnt~prc~sive and flexural strengths. ^ For flat~.vark ahplirations Plastiment acts as a finishing aid, workability is in7proverl, bleeding is controlled and a superior surfr~Ce finish is obtained. ^ Lower water cement ratios provide decreasFd permeability and increased durability. ^ Plastiment can i:re used to retard concrete during tilt hot weather can- creling. Refer to ACI 305R Hat Weather Concreting for mare information, Plastiment does rent contain calcium chlcrtide or any other intentionally added ctrlnridr•,s, Dosage rates will vary depending an the material used, ambient conditions find the requirements of a specific prpjcct, Far general concreting applications, Sika recommends a dosage rate between 2.4 fl. o~.f1 UU lbs. (130-260 rrtt/10Q kg) of cementitious materials. Where extended retardation is required dosage may be increased, posage rates c~utsidt; the rCCOmrTlended range may t7o used wllere speciafiaed materi- als such as micr•asilica are Specified, extreme ambient crlnditic7ns arc encoun- tr-_rCd or unusual project conditions require Spacial consideration. In this case please contact yt,ur IoCal rsgionat Sika office or Sika technical service department at 1-R00~933-7452 fray further infom~ativn. 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 09 Mixing „i ;. Ac1cJ Plastiment at the concrete plant. Measure rr-.quired quantity manually or , by automated dispenser. Add into the water line at the bgtah plant ar directly ,, into the concrete at the end of the mixing cycle. Combination with other Admixtures: Plastiment works effectively as a ~.>. single adrrlixture or in oambination with other admixtures in the Sika System. When used in combination wittl o'thr-.r admixtures, care mu9t be taken tq dis- pease each admixture sepgrately into the rnix. Do not mix with dry cement. ;~.ii;:'~ ..'r::;; Packaging Ptastiment is supplied in 95 gallon (208 liter} drums and bulk delivery. -~ Storage and Shelf-life Pla,#iment should he 5tar12d at above 40°F (5°C). If frozen, thaw and agi#ate ~. thoroughly to return to normal state before use. Shelf life whrn stared in dry warehouse cancJition5 between 50'F and 80°F (10'C- 27°C) is one: year. Typical Data - Appearance Flourescent firer.-.n Brdwn liquid. SpeCifia Gravity Approx. 1.2 "'' Caution :.....: Skin sad Pye irritant; avoid contact. The use of N1QSH approved respirator, safety gaggles and rubber gloves is recommended. Avoid breathing prnduCt. _ Use with adequate ventilation, RemovC Contaminated clothing, __,.__ _ -: Handling and Storage Avoid Direct cor~taci. Vb'car personal prntl;ctive equipment (chemical resistant gaggles/glgvCS/clothing) to prevent direct contact wi#h skin and eyes, Use only in wail ventil~lled areas. Wash thoroughly with soap and water after use. i"temove contaminated clothing and launder before reuse. First Aid Byes: Hold eyelids apart and flush thoroughly with water for 15 minutes, Skin; Remove eontfln7inatEd clothing. UVash skin thoroughly'for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vnmiting. Uilutc with wrstet. Contact a physician, In wll cases, GOr1taC'# . .. a physician immed;atefy if symptoms persist. ...__....,..~. _.... Clean Up T _,.. - Use peraenai proterlivo equipment (chemical resistant goggles/gldvesfcloth- ing). Without direct Contact, remove spilled or excess product ancJ place in suitable :,ealcG container. DispoSE of excess product and Container in acoor- dancewith appGc;ablr--. r'17vironmental r>rgulatiant, KFFP CONTAINER'IGHTLY eta>rp KEEP OUT qF REaCH CF CHILDREN NOT FOR INTE{~Nl11.. CpNSIJMPT{ON FOR INDUSTRIAL USE ONf_Y CnNSIJLT M>~TERIfiL SArETY taATA SHEET FOR MORC INrGRMATION Slka v~trmnl.7 thlv~p r~glm,1 for pnh S..~tir fmm dale of in sLnllatlpn lA hn fmn frDm manldtwi urine tlefeCS and la meet the technical proper lna on the current T chattel Doh Shtx,l if unrrl nn rfiryrlyil unthih choir INe. Us*.r delcrminrM vAUhlllty of nrbOdd tar InPontied vac and accum+!o all Asks. Buyer's tole remedy:hall b. Ilmhr•d in M• pUrrnrr~y pRCyer ropinoement of product c!Mlunluc d laher er mtrl of 4rbnr. NO OTI•IER WARRANTIES EXPRESSEDOR IMPLIYDBHALLhPPLY1M1ICLUC7NGANYWAkRANTY OFMlrRCHANTA$ILrrY C+RFrfNE3SFOR M1 PARTICUtJ~R PURPOSE.3IKASHALL N07 tsF LIABLE UNDER ANY LCGAL 7h1EOR1'FbR5PgCtAL 4R CON5EQUENTIlLL DAMA6E5, SIKASHALt, HOT AF RE3PONSIBLE FORTH[ USE OF THIS PRODUCT IN A MANNER TO INFRINdE ON ANY PATENT OR ANY DTHER tN7ELLECTUAL PROPCRTY RIGI~ITS HELD EY 07HER8. Slkr CorpPrntl4n s;k,. c,nndn Inc, 'I_$a~9~$-s~KA r~UALITY ZM PolRO Avenue fP1, f731mar RvenU9 LyndhUY(i, NJ 67QY1 F'olnlr~Ci~lrn,, QC!-IgR4Aq- r r PnnnS: (209) 933-8960 Pftnnn: ("114) 6A7-Z151D ~ , , F.,x~, (201}a23-G;??I; r1X' 159118?7-3D87 ,~ vrvrw,p:ik:tooPatruollon.oom VNN/JL{I(A.G ''~~KIEVEi,r1~N R09Mnri1 NtrOrrnnlYnn Intl S.11es Ccrrfcr... Far thn Ipcapnn rtf yp6r ITrpe9M.Rt Blke roprc Benlalive, tb»Lr ct Vour rnglctnml r.~n}ar, U,S, ~ North Cant Rcr71°n: Fnlrlnna Hllln Pr1, f~hgne (Qf y) 295 -gt)60 North Central Region: Mnrbn, OH, Phony: ($OQ) $51-t 545 South Cast Keeton: benyrr.:, C<A, f hnnn~ (77p) 7fl6-t366 South CcrNral Rrnlon: A4enqultn, TX, Phnn~; (972} 2$69A$d bYratnm Rrr~lpri; 3anW Fr 5pr;n{Ia, CA, Phone: (261} 90~-31.5 Cnrvirin, Ontario: hAlssL-aupa, rjN, Phor.~. (9U^) 75t5.]t77, nlirrtn; E<Irnont0n, AB, Phone: (780} 486~'ll1 Ounlily C•nifw,nlan NUntw, rs, 4yncrn~~rt: car r,srtr II;{, nnnnl, FAI 7N411g840P01. MNrks, fMRY,f9, IG n. wx Clry; ru asw7, soar. c• [p r~npr, FN {ping 31ko anA Pfartlm ant era mpLOtaraA 1rnAamnrk•. Mi1Aa In IJR+1, PM1aA In IJ~ 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 10 ;, . ,, ~, ," ' Produot Data sheet Edition 10.2005 Identification no. '104 Sika AER ,,~ ,• Air Entraining Admixture gescciption Sika AER admixture is a cpncentr~ted liquid solution of neutralized virrsol rr'sin, Sika AEF2 meets the requirements of ASTM C-260 for Air Entraining Admixtures. ,, ~ ~.- - - Applic~rtians Sika AER can be used whenever air entrained concrete is desired. Ready- mix, precast end block prnduCers can achieve optimum entrained air contents, i . ~ ... Oven whPrr, harsh mixes are used or fly-ash is added to the mix. Sika AER is an effective and economical means to improve the paste quality of Lean concrete mixes, Advantages Durability: Air entrainment is recognized as tl~e mast effective prevention against concrete scaling in exposed environments, Air entrained concre#e deliver; particular benefits in the form of increased concrete durability. This is impcrtrant in colder climates whore frost and freeae-thaw Cycles can ct~u3e waling ar~d dartiage to the concrete surface. Air entraining agrnts Help to prevent scaling by crerting millions of microscopic air voids that water trapped in'the Concrete can expand into when the a0nCrEte ireezcs, thus err-.venting cracks caused by the natural expansion. Entrained air voids in the Concrete will also increase durability in harsh environments where cnnrrete is exposed to deicing salts, marine salts and sulfates, Workability and Placpability: Wark.ability and plaCeability are also improved ' by the lubricating action aC the microscopic bubbles in the concrete. The car7crete flows better, bleeding and sllrinkage is reduced becausC lower water cottitent is needed for desired workability, It h~a, beer} formulated and manufactured speCitically to provide stable and predictal~~le air contents in concrete, wit11 uniform air bubble spacing through- out the concrete matrix. posage rates `ar Sika AER will typically tall between d.5 end 1.5 fl, oz.11D0 lbs. (32 - 97 11~I(1 QO kg) of Cementitit7uS to entrain betwCCn 4 and 6 percent air, Higher ~rir contr-,nts may be obtained by increasing tl~e dosage rate, DosagC rates will vary depending an tlZe air cflntent required for a particular prGject. Typically air contents will be specified in the range of 4 to $ percent by volume. Othor lectors that may affect the amowlt of air entrained into the conoretc include, hilt are not lirrlited to total cementitic,u5 content, type of pozZOlanic materials, nand gradation, temperature and wester content. 5ik~t recommends that trial mixes be tested whenever material er any ether changes err, made thal rr7ay effect the ~rnount of entrained air. 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 11 Mixing ;. ,.I Measure the required quantity per batch manually br with automatic dispenser equipment. Add Sika AER to mixing water or sand. Dp not mix with dry Ce- men#. When used in combination with other admixtures, care must be takQn tq dispense, each admixture separately into the mix. combination with OtherAdmixkures: Combing,ion with Other admixtures, particularly water reducers and retarders, will tend to incl'ease the amount of entrained air in the mix. Air contents should be checked with an air meter after hatching and dosage adjustments made at the colticre#e plant, Paokaging Sika AER is suppliOd in 55 gallon (208 liter) drums and bulk delivery, Storage and Shelf Life Sika ACR should be stored at above 40'F (5°G). it frozen, thaw and agitate thorrJUglily to rctum to its normal strlte before use, Shelf life; when stored in dry warehouse condi~lions between $0'F and 80'l= (10'G - "ll"C) is one year. Typical C1ata Appearance Dark C3rown Yellow lit~uid. Specific Gravity Approx. 1.0 Caution Skin anti eye irritant; avoid Contact. 7'he use of NIOSH approved respirator, safety gaggles and rubber ylcves is rr-_commrndcd. Avoid breathing product. Use with ~dcquate ventilation. Remove contaminated clothing, Handlin and Stern a Avoid dire, ____._ .,~.-, -_..__.. ___ _. g g ct confect, Wear personal prgtertive equipment (dTemical resistant goyyleslyloveslrtOihing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thr~roughly with soap and water after use. Remove' rontaminatcd clothing and launder before reuse. First Aid ___-~,__ Eyes: Hold eyelids apart and flush thoroughly with water far 15 minutes. Skin: Relr(ove contamina~led clothing- Wash skin thoroughly for 1$ minutCS with soap and water, Inhalation: Remove person to fresh air. ingastion: Da not induoe vornitiny. Dilute with water, con#act a plysician. In all Cases, contact a physician immediately if syrnptams persist. Chan Up Use personal protective equipment (chemical rhs;stan# goggles/gloves/doth- ing). ~NithrJUt direct Contact, remove spilled or excess pnaduct and place in sui;ahle sealed container. Dispose of excess product and container in acrar- dance wish applicable environmental regulations. ;li KFFP CONTAINER TIGHTLY (,;I„(7SFf~ ICEFP OUT OF REACH qF CHfI.DRFN NOT FOR 1NTERN/1L CONSUMPTION FOR INDUSTRIAt_ U5E ONLY _ CpNSl11.T MA_T_F_RIAI, SAFETY DATA SHEET FC}R MARE INFORMATION 5lki warrants Ibis product ice cue yen• from doe of Inslallatlon to br free from manrdxtunng dderta and to meet the technical propertlee On thtl eurmnt Teehnlcnl Date 6he+rt N caned ns directed ,thin sholf INe. Uaer determines aultabNity of product for Intended uatl and ae3urrttla aN rlbKa. 6uyerk sale remedy sY~:ell br Fmllod to the purchase prlrx or replnee mern d product oyr,lunh~c of labor or ooct of labor. NQ07HFR WARRANTIF,Sr'XPRESSFt) OR 1+,1Pt.Ir:6S41ALI.APPI.Y INGLUI]INGANY WARRANTY OPMCRCMANTA61LrfYORF1TNE33PbR APART1CUt1+.R PURPOSh. SIKH S61Att NOT QE tN6tC UNDCRANY LCGAL TI•ICORY FOR SPECIAL OR CdNSEQUFhJ'[IAt, ffAMA6FS. gll(,l gHAl,4 NQT AF RFRP pN$IR4F FOR 7HF URE OF THI5 PRODUCT INA MANNER TO INFRMGE ON ANY PATENT ORANY tf71~tCR INTCttCCTUAL PROPERTY RIGPITS H[f_D 6Y OTHERS slkn Gorporalfon slkn Cnnndn In o, 1-B00.933-$IICA Q,„IALIi7'}~ 2D1 PoIlloAvenuo 6M, DelmarAVenue Lynehurst, NJ DTD7t Polnto-Clalre, 00 H9R bAA ~ Phone: (201) 9a3-B8D0 ~hone~ (51aS 69T-2610 ~ , r Far' (2n~19336:1:G pax: (B~a}f.91~2nftT ~ WaM1V.niknoonStruotl"n.oam wwRVn.Ikn,vn '~cHr~+rrarr~N Rnglnnat Irrrbrrnnlion and S:rlr.•s CaMet:. r-or thn ;ocltlon 4i ~ou+ nCaroCt Sfka r~prn4rnta1 W8, contact your rr3plonal c9nt5r. U S, : North pawl Rrrpl<,n: Fnlrhnn Hlhn. PA. f boor.: (2f 71 2A5 f'CDD North Gentrnl Region: Martin, ON, Phone: (8D0)ti31-1SA5 3ohth Ea;:l Rnlinn, Cnnyer.'•, GA Phnn~: (770) 7+VGt.T1Q0 South Cr.nlnl Gtglon: Mecqulle, TX, Rhone: (BTZ1 28B•8A80 Wa31nm Rng~on: Santa Fp $prfngn, Ch, Penn. (.:,fiN) gOS.~F50 Canada: ortilwrk.; ddpq:v:r:,r,.c~r, rSFJ, Pharr: (nb5) 7l15-3'f77. Alberto: Edmonlon,AB, Phone: (7D0}A83~tT1 eu.nW c.,niikwior rmmr,,,n. WrJa„rrt F!J tn7ft 030 MM61, Fld 7M:~ fC8 bM14}, M•ron cM 047f F, K. rKr niry~, ern aswr, ,.nr. c• sPa Tl.: ern tob0 f31ka Ina raplstarsd tradamadr. Made In IJBA. Prlraatl In U[Y4. 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 12 MATEF2IAL SAFETY pA,TA SHEET ,~,_„,,, SECTIONy-CW~MICALFRODUGTl1NbCC1MPANYIDEN711rfGATION Product Name: Ready Mix Conrx5le, Pre-Mixed Concrete, Transit n+tixed Goncrete, Grout MSOS cavnr, X11 Carlcrr;i~ W1ix Designs prepared by Intend, CAS No; N!A Product Use: Feady Mix Concrete is a atruciural component used in structural and Givil engineering. MSAS Information; TFtig produr~J is ~lar:aified srs h2~:_ardous, according to criteria o~f WHMIS regviatian~, Pradtycl Cbc1e: Cltamical FarKlity: NIA Chemical N:Ima Antl Synonyttt5; NIA FarrnuGi: This produn rnnsisiw pf portl8nd cement, Byash, sand, aggregate, Antl ad mlxlures, individual CAmp451iions a` consti(usnlF wil! vary within the mix deelgn ranges, Supplier/Ma n uF,rchi rcr; Emergency Contact infomtatiort; ,.... _. SECTIbN 2 - CQMPO5ITION/1hlFQRMAT1t5N ON ~NGREDt~NTS Ready Mix Concrete InpredlEntS 1i Their t=xpasurr Limit~r= ~urretrt ACTH TLV for B hour Exaortu[e Pprcent.:ige of Total Dust Fieeplrabla Liust ; Ghcmical EntltylingrGdietlt GA5 Nn: ~ Mlx ; (Nlass~ (AiiaBS~ f Crushed stone or ravel ~ U 6 ~ ... ._ .. mglm ..1~ ttlg/rr1 ~ mglttt _ ~! --` , Sand J b„m~lm __,; Portland Cement ~i59?%•1Cr1 1 to 25 iQ mnrrrt" _.. 5 m /m' ' ..----..._..__._...._ water ~ . ~.._....~ ~_-._..._.__w ......_..,~.~---.....---- I Fly Ash_--- - -- ..,... .. 1 to 25 ~ ....w.. 1t7 mg/rtt' .,~, ._._ , 5 mglm'~ j .Cryslaifrne Sillca ~ 148t7B,-FO-i , ; , ,,,,.,0.(71, to 5 - _ __;- , 2 mflfm~ 0.05 mplm' Nate Cements and r:Rrtd anti gravel may contain 0.'1 ".6 ~~ GU`% cry,*lelllne silica {eAS No. 14$08-(i0-7) dependin8 on ih@ proportion and cryskalline sllfca (xantEnt of the ingrr~c7ienis. Afl ingredients may GQnkBin CryslaBQne s+li~. Wet atagr~ poses no nsk or hHZard. OcivparZd04 Ready Mix Goncrete Pogo 1 of 1 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 13 M~4TERfAf_ SAF~"f`Y DATA SHEET SECTION 3 -HAZARDS 1C1tcNTIFICATIpN _._,~.~ €~..r9.~ecv rulevr: Concete is a light gray fluid mixture that poses do ittlmetliaEc hazaro! to eye iissud_ Expa;urg s:f 2ufficient dttrerlidn to wet concrete can cause s2rlous, potpn#iglly irreversible ticr~,e {skin or eye} destruction in thS;'form of chemical (r~uxfio) burns, inCludirig third degree bums, If footwear or Gotttlnp gecames sstturated wills wet concrete, r©move immedtdtely and wash arcs with water and mild soap. fJo not allow prolongerJ contact. Potenl3af Healtlt Eff~rasr: Relevant routes of exposure Are: EYE CONTACT Bnd SKtN CONTACT Effects ReSUlting From El'E CONTACT: Cxposure to Wet Concrete may cause Immadiole nr dB~Byed irritation ar inflamrnaNofl. rrye CDritact by splashes of wet Concrete may cause effects ranging tram mcdP.rttte eye irrilafionlo chemrtal gums rand blinriness. Such expu~urey rPqulre immediate Frst old and me?diCAl gtla.,ntion to prevent significant damagC to the e'vr:. Effects R.trBulting From SKIN CC1fJTACT: C?iscomfort or pain Cannot be reliod upon to alr~rl a person to a hazardous Skin exposure, Consequently, the Only efferiivc means of avoiding akin Injury or illness involves rninlmlting Skin oorlact, parlloularly C4ntac[ with wet Concrete. Expand pEf5ot15 may not foal discamCoR untt( tt0ul'S after tf1E exposurie has ended Anti significant injury has occurred. Exposure 1o moist: nr wSrt CUncrEte may cause more sevcrtr Skirt effec(s including thickening, cracking, ; ssuring of (hn skin, Cyrnlanr~cd exposure can cause SCvCrC Skln damage in the farm of (GRtti}tJ(:) Ch~rrliCal butn3. Etfcats Rcsuttfng From INHAt.A710H: Concrel'o may con(ain rrmeunCN r,.r ,'.Tysl~nlline silica. Pmlonged exposure to rprpt~~,gle free Cry5lalline silit~n may aggravytr!r r:lhrr lung Cgndi;Ions. It may also Gauss dCiaycd tune injury including Slllco5lS, a di~gling and potcnfiaily fatal lung disease, endlor other diseases. {Also see ~CarcinngQniC f'oientiar' below,) C;espirable exposure to silica in concrete may occur only if raneret® is drilletl, cut, 4round or polished. Exprrsrtre to ConcrrtC du.t may Cain irrit;rtion in the moist muco>.rs mempranes of the no:~e, thrnsst, anti uppr~r respiral.orp rsystem The dust rnzy also IeaVE unpleasantdoposlis Inthe nose, l:ffec~ Resulting From INGESTIC7N: Not Appllca6te Chronic Effects Some individuals may exhibit ern allergic response upon cxposuna to ready-mix concrete, The I'@SpOr15f n7ay eopear ir) A verfety qF forrr76 ranging from d mild Ta6h l0 SevCfE skin ulcers, f arsons already sensitized may react to their fiat conl~ct vAlh lho product. Other:; may first expcriencs this efrad after yt~ars of ConYaq Wit~'r rrrydy-mix Gonorc~te, Minirnixing oorltAC:t with skin is the baEic protection to reduce this expos~.nr pctaaar 2ooa Rrady N1ix COnCT'CfC Page 2 of 2 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 14 MATERIAL SAFETY DATA SHEET Carcinogenic Potential Reatly Mix Concrete is not listed as sr CHrsdnagen by NTi~, US HA, or IARC, ]t may, however, contain trace amounFs of Substances llsled a3 C.xrcinagans 6y those organizadCnS. Crys1811ine silirsa, ~ pahentiaf IrpGe level wnlamirtant in Portland comment, is fauns! in I.tra eggrggt3tr3 Components in varying percentages and is cl9ssifisd by IRAC as a known hurn~n carcinogen (Croup 7). NTP has Ghardcteriaed rcraplrat7lC Silica ds "'reaSOnAhly s~nticpatad to be ja.) carcinog¢n". Medical Gnnditiona That lulay Bo Aggravated By lnhalatton or Dermal ~xposura: G Pre-existing upper rpspiratcry anti tong diseases. ~ Previpue exposure to dust Frarn hardened product. Unusual or (hyper) senakivity to hexavalent ahrrnnium (chromium (+gJ) salts. ..__, . ___.... SL~t:'fIQN 4 ~ FIR$'1` AID MEASURES Eyes Sk.ln Immediately flush eyes thorpUghly with tivater. Continue flushing for 15 mini,~tes, inr,~uding under the lids, fQr at IQasl 15 minutes. 5e~ek rnedir..al attention immedlapelY, LVysh skin with water and pH naukrnl soap or ~rsild detergent internd~d fpr use on skin. If clothing or footwear is saluraied rrrmove immediately and wash area with water.and mild sa8p. IF contact has been severe enough to (3.7u~? reddening nr tcct,i,ral bums.to skin, place Wterlle bandage on area end seek medical ottcntion, • Inhelatian In wet form, ooncrcte cannot t:r inhaled, + Ingestion In wet form, concrete is unlikely io be ingested, Jf wncrete enters mouth, wash autwilh water immediately. Seek medir,al attention if any burning scnt;a+idn or actual bume occur. 3ECTIDN 5 .. PIRE E~CPLOSION BATA t p1Ftt FtaHTINCi MSASUf+tBS, ~lammablllty: Not Fixmmabie. Lower Explosive Limik: Not AisjiliMable. Aube ignition Temperature: Not AlipGr,,able Sensitivity Tn Impact: Not A(sl]lirwgbte Special dire-Fightlnti Procedums: None. Unusual Fire And Explosion Hazards: Notr\pplicahla. Flash Point: Nol Applic~bl8, Upper Explosive i~,imit: Not A.pplirpblg. Sonsltlvlty To ScaUG Discharge: Not,4ppliCeble. ExtingulshJng Mr*.dld: Not Applirattita. Hazardous Combustion Products: Nat Rpplical~lg, ottoher 2oas Ready Mlx Concrete Paga 9 ut 3 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 15 MA7~RlAL SAFETY DATA SHEEt j 3~C7lON 6 - S7ABIt..1TY AND R~AC'I"tV'1TY Stabitlty: Stable InCampntihility: PortlanG cement reacts v~ith wata.r to produce a Gaustio solution, p}-{ 12 to pH i3_ Wel concrete is alkaline. R3 such It Is incompadbla with Pcid8, 8mmonitrn7 ae1t3, and 5lumfnum metal. Aluminum powder and atheralkall ahd alkailne 9grlh eiernents will react Jn wet mortfir yr ^oncreta, tib9ratlpg hytlrogen gas, Concrela disc^Iv~s in h,ytlrGftuoric acid produoing Corrosive siliWn tetraflu^ride gas. Sili;.gta9 read tti~ilh powerful vx~dizers such aS fluorine, chlorine, {rkfluarides end , oxygen difiunride. Hazardous ppoompaaition: Will not oerur, Hazardous Polymerization: Will net occur, _ _ SECTIdN 7 -HANDLING AND STORAGE Normal lemperal,t,rres t3nd pressures do not aHeC the m3tt;rlal. Promptly remove dusty clothing or nothing which is wE?1 wiJr, rnrscrgtg Aulds and launder UeforE rtlusd_ Wash thoroughly after Hxpnsure Yo tlust or wet c^mont mixhfr^g ^r fluids. Ready MiX Concrete is premixQd et 8 pian'i: or ins (ruck mixer drum and delivered to the end user in 9r3m'rlluid stall ready to be place9d -o gel in final form, ,~~,,,,,- ,~,,,,,,,-_ S~C"~ipN t3 - EXPOSURE CONTROL8lPERSONAt., PftGt~r~CtI~QN Eve .P_r_atcctlon: Safety glasses with Fide ,shields, or gagalea, should be worn when engaged in activiilea wfrere cement dust, wet cement. or concrete Could contact tha eyQ In ~rziremely dusty environrrtfRtS dnd URprcdidablo environmr?nt9, wear unvented or indirectly vented goggles to avoid eye irritation or injury. Contact lenses should not be vrom when wanking with ready mix concrete ar fresh concrete products, a~~.-~.t93.~~3i.~ ~;, (~rovention is osaential tv avoid p^lentially sovere skin Injury. Avoid rarttact with unharden8d (wek? conerate products, If contact occurs, prornpgy woah at`ecied area with soap and eVdt°r. ViJear fmpervi^us clothing and glpves to ollminate 5kiq ccantact what prolonged 6xpgtiure to unhardengd ready rnix ConCt'CL'e products might occur. Wear bool.& that srP impervious to water !o eliminate fool pod ankle expneure. If st<~nding in wet conerrte tubber boots must tie wom to provont injury. Wat concrete may splash into bpAn boot tops attd saturate socks anr! remain irl contact for a lengthy period or time. Prevention is to ensure Thal Uggtzs er'z fully laved up. Do no[ rely on barrier creams; barrier crtiams shoultl rtot be usod 1n place of gfnven. PEridGlo811}' Wash ered9 in contact with dry partland cem9nl, wet cement, Or Concrete fluids with a pH-neutral soap. Wash again a1 the and of workday, !f irritptiDrl occurs, immodiatafy wash the affaGtad an:a end Seek irc~a;ment, Clcllring saturaUed with wet concrete should be removed imrnedis~tely Rod ref,laaed with clean, dry clothing. 17o Rot allow Cforltiny vr3lur~tFd with wort ovncret? to remain m contact with skin for any period of.time. Qccatrtsr 2p1111 Ready Mix Concrete Pap9 4 of 4 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 16 MATERIAL SAFETY DAT,4 SHEEN' Res„~lratorv Protection: Avoid actions that cause dust to became sir6orne_ Use !oral or gEr.eral venlilefion to Control nxppsUrOS to below! AppliC~ble axpnsur8 limits. Use N1dSHJMSHA-approved (under 30 CpFt t'I} arNl(]SHstpproved (undar~l2 r:.FR S4 afterJUly .1 b, 1889) respirators in poorly ventilated areas, if do ap~rlicabie expoSUfE limit i:; Exrreeded, or when dust causes digGOmforl or irfitdtidn. Ventilation: Use loco! Exharst orgcncral dilution vsntil:~lion Lo control r'xpo9trrc wdhin appllcablrR Ilmit9. mm SECTIQN $-PFiYSICAL,ANp GHt:MlCAL PRC?p~R~"I~S Appearance: Odor Thre.ahold~ pH (AS d solid): Salability lr~ Weter: Vapor density; Freezing Paint: Specific Gr~luity (H,0 = 1.0). Coeff. Watcr~Cll Dixt.: gray fluid! hyrlraUliC mixture Not applicable. Not appliCat]lE. Not arppliC3ble, Not ~rpplic~tale, Nnt apPtic~bie, 3,15 Noi appiiaFlCrle. Odor: Pl~yaical State; pH: YaPOr Prrassure: Bolt(n® Paiht: Mc{ttng Potni: Evaporation Rate: hla distinct odor. Snlid (powder}. 1~ !0 13 Nal applicable. Nat appAcshfe (i.e.,a1()(li7°C) Not ai~piicabla. Not ai:plicabie. S~CTtQN ip T TOXICp~AGlC.AL tNf=0RkL4TlON Effects Df Rct,te Expocuro: Wet. cxancmfe mixtures can dry the ek+n, rau:~ alkali bums, and Irritate IhC Eyes and upper respirat4n/ kradt. ingestion can C9u9e irritation of the throes. Effects 4f Chronic i=xaosu~, Dust from cancrCIe Can cause inflammatianCrri-anon of the tissue linincd the interlgr of the nose and the eornc~ twhite) of the CyC. 5~C'FtON 1 t - ~CO~OGiCAL 1NPdl~IiAAT14f~ Ecntoxioity: No rACOgniTa[1 llnuSUdl taXlClty to plants or animals. $~CT}t?t+F 12 - DISPOSAL CONSlCrER1~T10NS Di9pnse of waste rnat[~ri8) aocordtnrd to !oral, provincial, state, and ir::deral regulRtigna, (Since set concrete is stab{e. allowmatcrial fo harden)- t,~i4ppsn in art approved landfill. 0 ctohnr 2601 Rca dy Mi x Go nc re to Page 6 of 6 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 17 MATERIAL SAE~TY DATA SHEET _ SECTION 13_ TRAN$PQRT INFOi2t;JI,AF(O~N `- ~ ~~~ Nazardo-rs materials descriptlo»! proper shipping rt$me, hazard Glass: Idrantificatiorr Number: Roquired Label 7cxt Hazardous sutastanceslr~portAbfe quA+nl.iti98 (RO): Ready Mlx ConCrefe is nat hazlirdous under the 7pG Act (Crsnada) or DOT r~gulationa {t1SA)_ Not appfiGFlbte. Not applicable. Not appllcabie. Nc+l' appli~6ie. SECTION 1A - REGUt.ATDRY iNFORMIIT[DN Statue under 1151301.-OSHA F~q~Ard Communic,~jtivn f~u1a, 29 CFR 191 b.1ZQU: ReaaY Mix Concrafe Is Gone+ttAred a "hasartln~re chemical" untler lftia roguiation and ahoutd hE part of any hazard cammunit~tion program. Status under CERCLq/S~tperfund, 40 CFR 11; and ~7i1~,• Nat listed. Hazard, Cat~riraN udder SA~CA (Title tli~Sertion~ 371 and 312: Ready Mix Crn7c~rele quwiiFies as a 'h2Ya+dcus su4stancc" wfth deloyed health ctfecls. 54atr.rs_under SARA f7itle Ill)._5ectlon 313-; Nof sub{echo ra,porin~ +~oquiresnc~ntR under.~rction 3i3- SECTIt7N 15 -REGULATgRY 1NFORMATIpN {COIN?INUEDZ Status s.rndrr TSCA ias 4f M3Y 19971: Same substances in Roady Mix CanorPt.e are on tie TC$l~ inventory llst_ $tstug under the Fcd~ra_I_FiaZdttlOUS Substances Act: Ready Mix Gohtreis is a "hazardou3 5ut,51ssnce subject ro 81a,futes promu9c~ated under the Subject 3G~ sraure under California P-„saositiorl GS: Thi, prpduGt Gontaitl5 Chemicals (trace mcatx~lk) known to fire StatN r_+f CalifcRrir~ to ~'tuse cancer, birth d9fpCts, ar other reproductive harm, Cdliforrlia I3w requires the nlJnufsrGttlrer to gi+ro the abv~e wammg in the abryence of de5nitiv~ fesiing lc prove Ur®defined risks da not exist. Status ranticr Canadian re,rlvil'onrr~nta[ Proter,.lion Acl: Not fiwlE±d. October 2006 Ready Nlix CpnCr'cG2 Pago B of e 11/19/2009 14:50 9728382299 CALHAR CONSTRUCTION PAGE 18 1NATERIAL SAFETY DATA SHEET status undQr WHMlS: Portland oPment is constdcrcd tv be a hazardous material untl~r the Hazardous Prpdu[ts AclBS deFned by the Conirdited Produrtg Regulations and is there(vre subject io th? labeling and MSDS rr~quirCnlenls of the Workptaee Haaardaus Mateelals lnfertnatinn system {WHit,trS). , 7hia product hdS been c(RSSitied in accordan,~ wllrl the Hazard criteria of t11E CPR and the MSDS Contains elf the int~annation required by the CPR SEC71tJN 18 -ClTW~f~ tNFORMAT)ON Othar Importan# Inf~r~~ti0rl: Gc,nrrete Should only hP used by knowledgeable p~r4ons, Vltaf to using the poduct saSeiy requires the user to recagnlze that portl~rtd cement eherrrieally rr:?rts ~vi;h wailer And 1'~Ht gnrne of tare intermediate proda,ets of this reaction, during the setking Stage, are the Goose of the hazards when handling S11is product. While the information provided in tYtis mdlotial safaly dAtr~ 5he9t is faeiieved to prnvide a u9e~ful summary of the ha „srds Uf vandals. as it is commonly c,cca, one Cannot anticipate and provitle aft otthe irtformp,tian ihAt might be needed In every ai{uation. Inexperienred produr~ ucars should obtain praaertraining botorc ogled this product. The dPt£1 furnished in tins shpt:t dves~ not address hazards that may tae pnsefl by othar matpri~la mixed with CoraGMte, t15r'M Should review ether relrrvanl rnat?riPl sai~rly data 9t1(3r9tP ty9fOre working with cnncrpke pi' working uikh producFS containing portl~nd cement. No reprgscnt3l(ons or warran1+ca wllh respect to thy: aLUUracy Dr ct~reo~ctna&F qt tt5i~, i'titorm2tlon, or at any krnd nr nature v,~hatsocvCr arC given, made, or inhencJed by 1ni~nd Canrr~te Limited. No legal rexponsihilrfy whafeoever is H~,umed for this information, pr fpr any ~r1fWrICS or damages, howC++er caused, which mgy resin! from the ug,n of this infomtation. This inEormz~tipn is offered solely for ini~+rmalivnal purposes and is subJOCt t4 y0trt' own independent investigation and vCri~C3tivn. Octnh9rZt708 daddy Mix ConCrCtC Paga 7 of7'