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ST0701-SP100106L. H. LACY COMPANY, Ltd. P.O. Box 541297 Dallas, TX 75354 -1297 Ph: (214)357 -0146 Submittal Job: 5262 SWern Blvd (SCoppell- Beltline) DCM 11A, Bllc E Coppell, TX Spec Section No: Submittal No: 28 Revision No: 0 Sent Date: 1/6/2010 Spec Section Title: Submittal Title: Mix Design Request 4000 Hand Contractor: L. H. LACY COMPANY, Ltd. Halff Associates Jorge Rodriquez El Appr8ved as submitted ® Approved as noted El Returned for corrections ® Checked for general compliance with plans & specifications �- �,� ,-� t/cp br0 Signatur Date Architect's Stamp M REVIEWED - NO EXCEPTIONS NOTED ❑ REVIEWED WITH NOTED EXCEPTIONS ❑ REJECTED - RESUBMIT 0ad3rt1s0*f0rco4onnM rdh #* de* Donau of tha pAjadandoompba Wthft tdmnel#on#m into co *W Wameift Cantmdorlsiespaesbletardmar *m1obew(v.. andoarreletedatthjobskto!#M1 adontheMtftW*to% kbdcdlan pnxessesa lo tedr4mofoo wAd n;a w tor000r. &s9wdit"da1ftjDsEdmwsco rwa( rdRe'fen the Cmtracwo1Cowadw mswdMn asdried M the drawln s or speciftt et# e. RV A EngineeVAIS i 0 i -to i t HAE,FF AAOC16ATES, INC. GIHEERS 8 SCIENTISTS LMC Lattimore Materials Company 1700 REDBUD BLVD STE 200 MCKINNEY TX 75070 (972)221 -1646 (main) (972)221 -9647 (fax) Ready Mix Concrete Mixture Design Date: 01106/10 Client L H LACY COMPANY,LTD Project: SOUTHWESTERN BLVD COPPELL Materials: Cement: ASTM C 150, TYPE U l Coarse Agg -: ASTM C 33, 1" - #4 !Unit Weight Fine Agg.: ASTM C 33, CONCRETE SAND 0.45 Admixtures: ASTM C 494, TYPE. A OR D Maximum Temperature 95° F ASTM C 260 3 -5 inches Entrained Air 1.0 Cubic yard by weight - SSD Use HAND PAVING Mix Number 1701 (6 SK, WR, AIR) Strength @_ 28 Days 4000 psi Cement 564 lbs Coarse Aggregate 1850 lbs Fine Aggregate 1371 lbs Water 256 lbs Admixture WATER REDUCER 22.6 ozs AEA 3.7 ozs Total Weight 4041 lbs !Unit Weight 149.67 pct wlcm Ratio 0.45 Fly Ash Replacement 0% Maximum Temperature 95° F Slump 3 -5 inches Entrained Air 3-6% LMC has no knowledge or authority regarding where this mixture is to be placed, therefore it is the direct responsibility of the Purchaser, the design architect or design engineer, and or contractor to insure that the above designed mixture parameters for compressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for the anticipated environmental, durability, or usage conditions in ACI 316 Chapter 4 auditor the relevant local building codes. LMC warrants the supplied ready -mix concrete mixture designs which I.MSC guarantees will achieve the specified compressive strength, or other performance properties of the concrete stated In the Contract Documents, as were made available at the time of quotation, when tested and evaluated In accordance with ASTM C172 -99, ASTM C311C31M -03a finrluding proper Initial wdrrg as per Section 10.1.2), ASTM C391C39M -U1, ASTM Cg41C94M -07, or other standard test methods Indicated in the Contract Documents that were necessary to verity the additional performance properties of the concrete, and when the recommended procedures for placement and curing of the in -place concrete, or those specifically outlined In ACI 305R-99 and AC1306R -88 are followed, if and when necessary_ Additiormal information can be found in the Limited Warranty for Ready Ift Concrete. In accordance with ASTM C94/C94M-07 Section 4.6, Lattimore Materials Company shall receive all copies of testing reports, and they should be tortvarded to our Quality Control Department (tax 972 -221 -9547) as soon as available. Failure to forward reports Ina timely fashlon can delay response time in dealing with concrete concerns aswell as future project submittals. This mix design submittal. price quote, or material specific tnfonoation (aggregate properties, grading, material composition, or other information regarding materials manufactured by Lattimore Materials Company) Is proprietary and confidential and not to be shared or transmitted in any form to any person or organization that Is not expressly authorized in writing by a designated official of Lattimore Materials Company. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest extent orthe law. LMC LATTIMORE MATERIALS OONVANY, L.P. P.O. Box 556 McKinney, Texas 75070 -0556 972 -221 -4646 main 972 - 569 -6998 fax www.tmctx.com - - _�S�a��st�cai �omp�ress��re Strength History:_ _ ,�.- _ _ Mix Design #1 1701 1 Design compressive strength, f, = 40ti0 psi Number of test results = 30 28 day compressive strength standard deviation (s) = 508 psi ACt 318 Table 318 5.3.1.2 modifier = 1 Modified Standard deviation (s) = 508 psi ACI 318 Table 5.3.2.1 f£ = 5000 psi (5.1) f ,,=F, +1.34s = 4681 (5.2) f , = f e + 2.33s - 500 = 1 4684 psi psi 28 day cylinder average= 1 5016 Ipsi Required ACi 318 strength=[ 4684 psi Test Date I S 95 % Air 7 day strength 1 28 day strength # 5100 5110 Temp 2 C I.1 Cyl.2 7Av , I C 1.1 C 1.2 SetAv 1 07129109 3.75 95 3.50 4290 4240 4270 5100 5110 5110 2 07131109 4.50 95 4.70 3950 3950 4920 4900 4910 3 08120109 5.00 93 5.00 4000 4000 4570 4540 4560 4 08124109 3.75 100 4.00 4000 4000 4000 5200 4750 4980 5 08125109 5.00 93 4.80 4170 3910 4040 5030 5160 5100 6 08126109 3.00 94 4.20 4320 4330 4330 5390 5430 5410 7 08126109 5.00 90 4.80 3574 3570 4340 4440 4390 8 08127109 3.75 92 4.70 4090 4130 4110 5080 5090 5090 9 08128109 4.00 95 4.40 4700 4650 4680 5610 5780 5700 10 08128109 3.00 94 3.70 4630 4630 5950 5550 5750 11 08128109 5.00 85 5.50 3040 3040 4040 4100 4070 12 08131109 5.00 91 5.40 4180 4210 4200 5090 5050 5070 13 09108109 4.00 86 4,00 4360 4360 5560 5730 5650 14 09109109 4.00 89 4,50 4650 4650 5760 5370 5570 15 09110109 4,00 90 4.50 4040 4040 4790 5030 4910 16 09116109 4.00 74 4.80 4910 4760 4840 5550 5290 5420 17 09118109 3.00 89 3.00 4050 4050 5800 5960 5880 18 09118109 5.00 87 4.40 3620 3620 4680 4580 4630 19 09121109 5,00 92 4.30 2910 2910 3970 3880 3930 20 09121109 4.50 87 3.70 3920 3920 4640 4570 4610 21 09121109 5.00 88 4.10 3570 3570 4500 4630 4570 22 09123109 3.00 82 4.20 4620 4620 4620 5760 5770 5770 23 09124109 3.50 79 4.00 4210 4210 5460 4890 5180 24 09124109 4.75 72 4.30 4460 4460 5120 5410 5270 25 09128109 3.00 84 4.10 3340 3340 4380 4770 4580 26 09128109 4.25 71 4.60 3770 3770 4830 4940 4890 27 09128!09 5.00 74 4.80 3930 3930 4720 4990 4860 28 09130109 5.00 84 4.60 3770 3770 3770 4820 4920 4870 29 10102109 5.00 78 5.50 3290 3290 4430 4290 4360 30 10102109 5.00 82 4.20 4440 4520 4480 5340 5410 5380 Date Sannnied: Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 76069 972 - 221 -4646 (main) 972 -221 -9647 (fax) www.lattimorematerials.com itton Tnalysis Tor oarse Xggregate ASTM C29. C33. 01'17. C127 & D75 Date ran: 21- May -2009 Total dry wt: 65.96 lbs. �bampie: T . x 94 Source: TXI - Bridgeport Location: TXI Rats @ load out sieve Size (in) Wt. Ret. % Ret. % Pass ASTM 033 #57 Limits 1 -112" 1.500 0 0.0% 100.0 100% 1" 1.000 2.14 3.2% 96.8% 95% to 100% 3/4" 0.750 13.54 20.5% 79.5% - 112" 0.500 37.84 57.4 ° /6 42.6% 25% to 60% 3/8" 0.375 50.18 76.1% 23.9% - #4 0.188 62.66 95.0% 5.0% 0% to 10% 0.094 65.08 98.7% 1.3% 0 % to 5% E PA #8 N - 1 00% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% —4 % Retained —M % Passirca i 0.010 0.100 1.000 Sieve Size (in.) Absorbtion: 1.36% ASTM C117: 0.72% Specific Gravity: 2.66 Dry Loose Unit Wt: 94.72 lb /W Dry Rodded Unit Wt: 104.79 IbIW 10.000 LMC ASTM Date Sampled: 15- Dec -2009 Date ran: 17 -Dec -2009 Total dry wt: 682.2 L.aftimore Materials Company 1700 Redbud Blvd, Suite 200 Mcl(inney, Texas 75069 972 - 2214646 (main) 972- 221 -9647 (fax) v wwdattimorematerials.com Analysis for Fine Aggregates 29, C33, 0117, 0128 & D75 Sample: Spec Source: Denton crams Location: current @ radial Sieve Size (in) Wt. Ret. % Ret. %Pass °!° Passing ASTM C33 Limits % Retained TXDOT 421 318" 0.375 0.0 0.0% 100.0% 100% 0% 114" 0.250 4.9 0.7% 99.3% - - #4 0.188 30.5 4.5% 95.5% 95% to 100% 0% to 5% #8 0.094 122.5 18.0% 82.0% 80% to 100% 0% to 20% #10 0.079 145.8 21.4% 78.6% - - #16 0.047 215.3 31.6% 68.4% 50% to 85% 15% to 50% #20 0.033 253.4 37.1% 62.9% - - #30 0.023 318.3 46.7% 53.3% 25% to 60% 35% to 75% #40 0.017 451.8 66.2% 33.8% - - #50 0.012 557.7 81.8% 18.2% 5% to 30% 65 " / 0 to 90% #80 0.007 636.8 93.3% 6.7°% - - #100 0.006 657.3 96.4 0 /6 3.6% 0% to 10% 90% to 100% #200 0.003 676.0 99.1% 0.9% 0% to 3% 97% to 100% PAN - - Fineness Mod.: 2.79 Specific Gravity: 2.64 Dry Loose Unit Wt: 103.10 Dry Rodded Unit Wt: 114.96 lblft Absorbtion: .72% lbl113 Product Data Sheet Edition 10.2005 Identification no. 104 Sika AER Sika®ER Air' Entraining admixture Description Sika AER admixture is a concentrated liquid solution of neutralized vinsol resin. Sika AER meets the requirements of ASTM G260 for Air Entraining Admixtures. Applications Sika AER can be used whenever air entrained concrete is desired. Ready - mix, precast and block producers can achieve optimum entrained air contents, even where 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 the most effective prevention against concrete scaling in exposed environments. Air entrained concrete delivers particular benefits in the foram of increased concrete durability. This is important in colder climates where frost and freeze -thaw cycles can cause scaling and damage to the concrete surface. Air entraining agents help to prevent scaling by creating millions of microscopic air voids that water trapped in the concrete can expand into when the concrete freezes, thus preventing cracks caused by the natural expansion. Entrained air voids in the concrete will also increase durability in harsh environments where concrete is exposed to deicing salts, marine salts and sulfates. Workability and Placeability: Workability and placeability are also improved by the lubricating action of the microscopic bubbles in the concrete. The concrete flows better, bleeding and shrinkage is reduced because lower water content is needed for desired workability. It has been formulated and manufactured specifically to provide stable and predictable air contents in concrete, with uniform air bubble spacing through- out the concrete matrix. How to Use Dosage Dosage rates for Sika AER will typically fall between 0.5 and 1.5 {l. oz.1100 lbs. (32 - 97 mlll00 kg) of cementitious to entrain between 4 and 6 percent air. Higher air contents may be obtained by increasing the dosage rate. Dosage rates will vary depending on the air content required for a particular project. Typically air contents will be specified in the range of 4 to 8 percent by volume. Other factors that may affect the amount of air entrained into the concrete include, but are not limited to total cementitious content, type of pozzolanic materials, sand gradation, temperature and water content. Sika recommends that trial mixes be tested whenever material or any other changes are made that may affect the amount of entrained air. Mixirlg Measure the required quantity per batch manually or with automatic dispenser equipment. Add Sika AER to mixing water or sand. Do not mix with dry ce ment. When used in combination with other admixtures, care must be taken to dispense each admixture separately into the mix. _ Combination with Other Admixtures: Combination with other admixtures, particularly water reducers and retarders, will tend to increase the amount of entrained air in the mix. Air contents should be checked with an air -meter after batching and dosage adjustments made at the concrete plant. =° Pac kaging Sika AER is supplied in 55 gallon (208 Ifter) drums and bulk delivery. Storage and Shelf Life Sika AER should be stored at above 40 °F (5 °C). If frozen, thaw and agitate _ thoroughly to return to its normal state before use. Shelf life when stored in dry warehouse conditions between 50OF and 80 °F (10 °C - 27eC) is one year. ;Typical Data Appearance Dark Brown Yellow liquid. Spec Gravity Approx. 1.0 Caution Skin and eye irritant; avoid contact The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remo con cl o th ing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggles/gloves/clothing) to prevent direct contact with skin and eyes. Use only in well vent fated areas. Wash thoro ughly with soap and water after use. - Remove contaminated clo t h ing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a physician immediately if symptoms persist. Clean Lip Use personal protective equipment (chemical resistant goggles/glovestcloth- ing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accor- dance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Silo warrants Ih's productfor one year from data oflnsiallaeorl to he free from manufacturing defects and to meet fie technical properties on the current Technical Data Sheet If used as directed vAthin shelf IAe. user determines suitability of product for Intended use and assumae al risks Buyer's sole remedy shall be Tmited to the purchase prke or replacement of product exclusive or labor or cost or labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHA LLAPPLYINCLUUINGANYWARRANTYOF MERCHAN7ABILRYOR FRNESS FOR A PARTICULAR PURPOSE. SIIUASHALL NOT BE LIABLE UNDER ANY LEGALTHEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENTOR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. SlkaCorporatlon SikaCanadainc. 1 -600- 933 -SIKA QUALITY 201 Polito Avenue 601, Delmar Avenue Lyndhurst, N! 07071 Poinle•Clalre,QC H9114A9 Phone: (201)933 -6800 Phone: (514)697- -2610 r r Fax: (201)933.6225 Fax: (514) 697 -3067 q 1 wwwslkaeonstruction.com ww".S11 e.ca a N)EVEM'El Regional Irtforrnatlon and Sales Cerders. for the bcationof your nearest Sika representafive, oonLact your regional oenber. US.: North East Reglorv. FaHess Hits, PA. Phone: (215) 245 -660D North Central Region: Mation.OH. Phone: (80D)851.1595 South East Region: Cor"rs. CA, Phone: (770)760-1300 South Central Region: Mesquite. TY, Phone: (972)2836480 WosWnReglon: Santa Fe Springs, CA Phone: (562)9"50 Canada Ontario: MLsslssadga,ON,Phone: (9D5)795.3177. Alberta: Edmmlbn,AB. Planet (780)488-6114 W adny CwWhU nNrw& a: tynd3imtF1d errtl(rSOWOD),FM74tt1 ;4S40D0). Meton :FM6Ce'15, Kansas Cky:FU 0107,3wft Fe SpMp� IN e0,0e SAa Is a millstmod trademark Mado In Usk Printed h Usk Product Data Sheet Edition 10.2005 Identification no. 161 Plastocrete 161 Plastocrete ®1 61 Water Reducing Admixture Description Plastocrete 161 is a lignin polymer -type water- reducing admixture. Plastocrete 161 meets the requirements of ASTM C-494 Types A, B and D. Applications Plastocrete 161 is recommended for use in all applications where high quality concrete with superior workability is required. Advantages Plastocrete 161 water reducing admixture provides an economical and highly effective means of reducing the amount of mixing water required to produce concrete of a certain slump by acting as a dispersant for the cement particles in the mix. Through this dispersing action more of the surface area of the cement particles is available for early hydration. The more cement particles hydrated by contact with the mixing water, the greater the compressive strength of the concrete. Plastocrete 161 is formulated as a Type A water reducer to allow up to 10% water reduction and maximize the benefits of increased hydration in both the hardened and plastic states. a Reduced water content required to achieve desired slump, increases compressive and flexural strengths and allows the use of more economi- cal mixes. ® Improved paste quality makes concrete easier to pump and finish. a Consistent normal setting times throughout the recommended dosage. K Lower water cement ratios provide decreased permeability and increased durability. a Plastocrete 161 does not contain intentionally added chlorides and will not initiate nor promote the corrosion of steel in the concrete. How to Use Dosage rates will vary depending on the material used, ambient conditions and the requirements of a specific project. For general concreting applications, Sika recommends a dosage rate between 2-4 f1.ozJ100 lbs. (130 -260 mY100 kg) of cementitious materials for normal setting characteristics. Dosage rates of 4-6 fl.oz.1100 lbs. (260 -390 mV100 kg) of cementitious materials are recommended for applications where higher water reduction is needed as well as extended workability and prolonged setting times. Dosage rates outside the recommended range may be used where specialized materials such as microsilica are specified, extreme ambient conditions are encountered or unusual project conditions require spectral con- sideration. In this case please contact your local regional Sika office or Sika technical service department at 1 -B00- 933 -7452 for further information. Mixing Plastocrete 161 is added at the concrete plant. Measure required quantity manually or by automated dispenser. Add into the water line at the batch plant or to the mixer at the end of the batching cycle. Combination with other Admixtures: Plastocrete 161 works effectively as a single admixture or in combination with other admixtures in the Sika System. When air entrained concrete is specified, Sika recommends the use of Sika air entraining admixtures. When used in combination with other admixtures, care must be taken to dispense each admixture separately into the concrete. Do not mix with dry cement. Packaging Plastocrete 161 is supplied in 55 gallon (208 liter) drums and bulk delivery. Storage and Shelf -life Plastocrete 161 should be stored at above 40 °F (5 °C). If frozen, thaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse conditions between 50 °F and 80 °F (10 °C - 27 °C) is one year. Typical Data Appearance Dark Brown liquid Specific Gravity Approx. 1.2 Caution Skin and eye irritant; avoid contact The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product Use with adequate ventilation. Remove contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggles/gloves/clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a phy sician immediately if sympt persist. Clean Up Use personal protective equipment (chemical resistant goggleslglovesl clothing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in ac- cordance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Silo warrants this product for one year from dale of fnstallation lobe free from manufacturing defects and to mael the technical properties on the caeert Technical Data Sheet y used as directed vAthin shelf life_ User determines WlablGty of product for Intended use and assumes al risks. Buyer's sale remedy shall be imbed to the purchase price or replacement of product exduslve of labor orcost of labor. NO OTHER WARRANTIES EXPRESSED ORIMPLIED SHALLAPPLY INCLUDINGANY WARRANIYOF MERCHAHTABILRYOR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IRA MANNER TO INFRINGE ON ANY PATENTOR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. SlkaCorporatlon Sika Canada Inc. I- BOO933-SIKA Q.t)AI_ITy 201 Polito Avenue 641, DelmerAvenue Lyndhurst, NJ 07071 Pointe - Claim, QC 1-1911 4A9 e 1 Phone: (201)9334M Phone: (514) 697 -2610 s Fax: (201)9334225 Fax: t514)697 -3087 ,q wwwslitaconstructfon.corn wwwsnw.ca ��)EVEMIE� Reglonal Inrannatkm and Sates centers. For the location of yournearest Sika representative, contact your regional center. US.: North East Region: Falrlm Hills, PA. Pfhonw.(215)295 -6600 North Central Region* Marion, OH, Phons:(800)851.1515 South EaeAReglon: Gorryers.13A, Phone (770)760.1300 South CentralReglon: Mesqute,TY, Phone :(972)269 -6480 WesternReglon: Santa FeWrgs,CA Phone :(562)9D3,5SD Canada: Ontario: Misstsseuga , ON, Phone: (905)7953177. Alberta: Edmonicn,AB. Phone: (780)486.SH1 Ouv>N Cuelkalbn rLrrh6en: LyrdhvntFH 44714(Iti09000J, F1A70itt J42890DA MO— F7169713.trhm Chty:FM 40107. Salfi Fs W"w FU OW5 S&S and Plssixnale are registered Wdamarla. Made In USA Printed in USA. Product Data Sheet Edition 10.2005 Identification no. 100 54 Plastiment Plastiment Water Reducing and Retarding Admixture Description Plastiment is a water - reducing and retarding admixture. Plastiment meets the requirements of ASTM C -494 Types B and D_ Applications Plastiment is recommended for use whenever high quality concrete with pre- dictable and controlled set times is desired. Use in flatwork and horizontal or vertical slipform placements where a superior surface finish is required. Advantages Plastiment is highly effective in hot weather concreting to offset the accelerat- ing effects of high ambient temperatures by slowing the hydration reaction and controlling the hydration heat. Concrete workability is enhanced and a supe- rior surface finish is obtained. In mass concrete pours Plastiment controls temperature rise and reduces the risk of thermal cracking. e Initial set times are delayed, allowing time for proper placement and fin- ishing without cold joints in hot weather conditions. >a Plastiment increases concrete density and delivers increased early and ultimate, compressive and flexural strengths. How to Use Dosage Dosage rates will vary depending on the material used, ambient conditions and the requirements of a specific project. For general concreting applications, Sika recommends a dosage rate between 2 -4 fl. oz. 1100 lbs. (130 -260 m11100 kg) of cementifious materials. Where extended retardation is required dosage may be increased. Dosage rates outside the recommended range may be used where specialized materi- als such as microsilica are specified, extreme ambient conditions are encoun- tered or unusual project conditions require special consideration. In this case please contact your local regional Sika office or Sika technical service department at 1 -800- 933 -7452 for further information. 0 Add Plastiment at the concrete plant. Measure required quantity manually or by automated dispenser. Add into the water line at the batch plant or directly into the concrete at the end of the mixing cycle. Combination with other Admixtures: Plastiment works effectively as a single admixture or in combination with other admixtures in the Sika System. When used in combination with other admixtures, care must be taken to dis- pense each admixture separately into the m Do not mix with dry cemen Packaging P is supplied in 55 gallon (208 Iiter) drums and bulk delivery. Storage and Shelf -life Plastiment should be stored at above 40aF (5 °C). If frozen, thaw and agitate thoroughly to return to normal state before use_ Shelf life when stored in dry warehouse conditions between 50 °F and 80 °F (10 27 is one year. Typical Data Appearance Flourescent Green Brown liquid. Specific G ravity Approx. 1.2 Caution Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product. Use with adequate ventilation. Remove c clo Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggles /gloves /clothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated clothing and launder befo r euse. Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water. inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases, contact a p hy s ician im if symptoms persist. Use personal protective equipment (chemical resistant goggles /gloves /cloth- ing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accor- dance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION S&a warrarts this produd for one year from date of Ins] a]lation to be free from manufacturing defects and to meet the techrdcal properties on the current Technical Data Shed if used as d o e tad vi4nin shelf 146. User determines lil ines sebi6ty of product for Intended use and assumas all rtrke- Buyers sole remedyslml ba limited to the purdtese price or replacement of produaexduslve of labor or cost of labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALLAPPLY INCLUDING WARRANTY OF MERCHANTABUMOR FITNESS FOR A PARTICULAR PURPOSE. SIKASHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. S1KA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT 1N A MANNER TO INFRINGE ON ANY PATENTOR ANY OTHER INTELLECT UAL PROPERTY RIGHTS HELD BY OTHERS. SikaCwporallon Slka Canada Inc. 9 800933 CLUALITy 201 Polito Avenue 601,DelmarAvenue Lyndhurst. NJ 07071 Polnte- Clalfe,QCH9R4A9 a ' r s Phone: (2D1)933.88DD Phone: (5it)697 -2610 Fax: (201)933.6225 Fax: (514)697-3067 wwwslkaeonstruetton.com wawsumi:a A e�)FVEME� T Regional Information and Sales Cantons. For the beetion of your nearest S ka representative. contact your re9fonal center. US.: North East Raglan: Fairless Hills. PA. Phone: (215) 295.6600 North Central Region: Marion. OH. Phone: (BDD)851.1545 South Earl Raglan: Conyars.GA. Fhore: (770) 76a13DD South Central Region: Mesgaite. Tit; Ftnne: (972) 289-648D Western Raglan: Santa Fe Springs, CA Phone: (562)9033650 Canada: Ontario: Mlsslssauga.ON. Phone: (9DN)7953177. Alberta: Edmonton, AB. Phone: (78D)486y Outlay CMnkalbn IWnbaa: y:el.ru.ura6 6971! paotxgal, Ffe76121 (aS9IXx$, rEnnon:[ 76697]5. Kwaa CEr:Fal �197.ar,UFS spina+: wi �c Silo and Piedmont are rMisla a l lmdernoU. Made In USA Prhtad in USA MATERIAL SAFETY DATA SHEET SECTION 1 -CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: Ready Mix Concrete, Pre-Mixed Concrete, Transit Mixed Concrete. Grout MSDS covers all Concrete Mix Designs prepared by Inland. CAS No: WA Product Use: Ready Mix Concrete is a structural component used in structural and civil engineering. MSDS Information: This product is classified as hazardous, according to criteria of WHMIS regulations. Product Code: Chemical Family: N/A Chemical Name And Synonyms: N/A Formula: This product consists of porland cement flyash, sand, aggregate, and ad mixtures, individual compositions of constituents will vary within the mix design ranges. Supplier/Manufacturer: Emergency Contact Information: SECTIONS - COMPOSITIONfINFORMATION ON INGREDIENTS Ready Mix Concrete Ingredients & Their Exposure Limits: CurrentACIH TLV for 8 hour Exposure Percentage of Total Dust Respirable Dust Chemical Entitylingredient CAS No: Mix (Mass] (Mass mglm Crushed stone or gravel l� 0 to 60 i 10 mglm 5 MR/M 3 1 to 50 i 10 mglm . 5 mx frn 3 Y 3 Sand.__... �:•---- ___.._ ^Portland Cement ___..... .. _. _65997 -15-'1 - - - 1 to 25 ; _ 10 Water r F y Ash __._. _._ _ 1 to 23 10 rriglm' S mgrm _�. Crystall' €ne Siliq .- .- - - -- .... _ .. .. 14848 -60-7 ;. 0.01105 ._ ._ ` - .. 2 .►?i91m3 .. Q.05 n/m3 Note: Cements and sand and gravel may contain 0.1% -60% crystalline silica (CAS No. 14808-60 -7) depending on the proportion and crystalline silica content of the Ingredients. All ingredients may contain crystalline silica, Wet stage poses no risk or hazard. October 2004 Ready Mix Concrete Pagel of 9 MATERIAL SAFETY DATA SHEET SECTION 3 — HAZARDS iDeMFICATION Emergency Overview: Concrete is a Tight gray fluid mixture that poses an immediate hazard to eye tissue. Exposure of suf ident duration to wet concrete can cause serious, potentially irreversible tissue (skin or eye) destruction in the form of chemical (caustic) burns, including third degree bums. If footwear or clothing becomes saturated with wet concrete, remove immediately and wash area with water and mild soap. Do not allow prolonged contact. Potential Health Effects: Relevant routes of exposure are: ■ EYE CONTACT and SKIN CONTACT Effects Resulting From EYE CONTACT: Exposure to wet concrete may cause immediate or delayed irritation or inflammation. Eye contact by splashes of wet concrete may cause effects ranging from moderate eye irritation to chemical bums and blindness. Such exposures require immediate fist aid and medical attention to prevent significant damage to the eye. Effects Resulting From SKIN CONTACT: Discomfort or pain cannot be relied upon to alert a person to a hazardous skin exposure. Consequently, the only effective means of avoiding skin injury or illness involves minimizing skin contact, particularly contact with wet concrete. Exposed persons may not feel discomfort until hours after the exposure has ended and significant injury has occurred. Exposure to moist or wet concrete may cause more severe skin effects including thickentng, cracking, fissuring of the skin. Prolonged exposure can cause severe skin damage in the form of (caustic) chemical bums. Effects Resulting From INHALATION: Concrete may contain amounts of crystalline silica. Prolonged exposure to respirable free crystalline silica may aggravate other lung conditions. It may also cause delayed lung injury including silicosis, a disabling and potentially fatal lung disease, andlorother diseases. (Also see 'Carcinogenic Potential' below.) Respirable exposure to silica in concrete may occur only if concrete is drilled, cut, ground or polished. Exposure to concrete dust may cause irritation to the moist mucous membranes of the nose, throat, and upper respiratory system. The dust may also leave unpleasant deposits in the nose. Effects Resulting From INGESTION: Not Applicable Chronic Effects Some individuals may exhibit an allergic response upon exposure to ready -mix concrete. The response may appear in a variety of forms ranging from a mild rash to severe skin ulcers. Persons already sensitized may react to their first contact with the product. Others may first experience this effect after years of contact with ready -mix concrete. Minimizing contact with skin is the basic protection to reduce this exposure. octobar 2004 Ready Mix Concrete Page 2 of 2 MATERIAL SAFETY DATA SHEET Carcinogenic Potential Ready Mix Concrete is not listed as a carcinogen by NTP, OSHA, or IARC. It may, however, contain trace amounts of substances listed as carcinogens by those organizations. Crystalline silica, a potential trace level contaminant In portland cement, is found in the aggregate components in varying percentages and is classified by IRAC as a known human carcinogen (Group 1). NTP has characterized respirable silica as "reasonably anticipated to be [a) carcinogen ". Medical Conditions That May Be Aggravated By Inhalation or Dermal Exposure: 0 Pre - existing upper respiratory and lung diseases. 0 Previous exposure to dust from hardened product 0 Unusual or (hyper) sensitivity to hexavalent chromium (chromium ( +6)) salts. SECTION 4— FIRST AID MEASURES Eyes Skin Immediately flush eyes thoroughly with water. Continue flushing for 15 minutes, including under the lids, for at least 15 minutes. Seek medical attention immediately. Wash skin with water and pH neutral soap or mild detergent intended for use on skin. If clothing or footwear is saturated remove immediately and wash area with water and mild soap. If contact has been severe enough to cause reddening or actual bums to skin, place sterile bandage on area and seek medical attention. Inhalation In wet fort, concrete cannot be inhaled. Ingestion In wet form, concrete is unlikely to be ingested. If concrete enters mouth, wash out with water immediately. Seek medical attention if any burning sensation or actual bums occur. SECTION 5 — FIRE EXPLOSION DATA I FIRE FIGHTING MEASURES Flammability: Not Flammable. Lower Explosive Limit: Not Applicable. Auto ignition Temperature: Not Applicable. SensilivityTo Impact: NotApplicable. Special Fire - Fighting Procedures: None. Unusual Fire And Explosion Hazards: Not Applicable, Flash Point: Not Applicable. Upper Explosive Limit: Not Applicable. Sensitivity To Static Discharge Not Applicable. Extinguishing Media. Not Applicable. Hazardous Combustion Products: Not Applicable. October 2004 Ready Mix Concrete Page 3 of 3 MATERIAL SAFETY DATA SHEET SECTION 8 — STABUTYAND REACTIVITY Stability; Stable Incompatibility: Portland cement reacts with water to produce a caustic solution, pH 12 to pH 13. Wet concrete is alkaline. As such it is incompatible with acids, ammonium salts, and aluminum metal. Aluminum powder and other alkali and alkaline earth elements will react in wet mortar or concrete, [iberaUng hydrogen gas. Concrete dissolves in hydrofluoric acid producing corrosive silicon tetrafluoride gas. Silicates react with powerful oxidizers such as fluorine, chlorine, trifluorides, and oxygen dinuoride. Hazardous Decomposition: Will not occur. Hazardous Polymerization: Will not occur. SECTION 7 - HANDLING AND STORAGE Normal temperatures and pressures do not affect the material. Promptly remove dusty clothing or clothing which is wet with concrete fluids and launder before reuse. Wash thoroughly after exposure to dust or wet cement mixtures or Fluids_ Ready Mix Concrete is premixed at a plant or In a truck mixer drum and delivered to the end user in semi -fluid state ready to be placed to set in final form. SECTION 8 - EXPOSURE CONTROLSIPERSONAL PROTECTION Eve Protection: Safety glasses with side shields, or goggles, should be worn when engaged in activities where cement dust, wet cement, or concrete could contact the eye. In extremely dusty environments and unpredictable Environments, wear unvented or indirectly vented goggles to avoid eye Irritation or injury. Contact lenses should not be worn when working with ready rnix concrete or fresh concrete products. Skin Protection: Prevention is essential to avoid potentially severe skin injury_ Avoid contact with unhardened (wet) concrete products. If contact occurs, promptly wash affected area with soap and water. Wear impervious clothing and gloves to eliminate skin contact where prolonged exposure to unhardened ready mix concrete products might occur. Wear boots that are impervious to water to eliminate foot and ankle exposure. If standing in wet concrete rubber boots must be worn to prevent injury. Wet concrete may splash into open boot and saturate socks and remain in contact for a lengthy period of time. Prevention is to ensure that boots are fully laced up. Do not rely on barrier creams; barrier creams should not be used in place of gloves. Periodically wash areas in contact with dry portland cement, wet cement, or concrete fluids with a pH- neutral soap. Wash again at the end of workday. If Irritation occurs, immediately wash the affected area and seek treatment, Clothing saturated with wet concrete should be removed immediately and replaced with clean, dry clothing. Do not allow clothing saturated with wet concrete to remain in contact with skin for any period of time. October 2004 Ready Mix Concrete Page 4 of 4 MATERIAL SAFETY DATA SHEET Respiratory Protection: Avoid actions that cause dust to become airborne. Use local or general ventilation to control exposures to below applicable exposure limits. Use NIOSHfMSHA- approved (under 30 CFR 11) or NIOSH- approved (under 42 CFR 84 after July 10, 1998) respirators in poorly ventilated areas, if an applicable exposure limit is exceeded, or when dust causes discomfort or irritation. Ventilation: Use local exhaust or general dilution ventilation to control exposure within applicable limits. SECTION 9 —PHYSICAL AND CHEMICAL PROPERTIES Appearance: gray fluid 1 hydraulic mixture Odor: No distinct odor. Odor Threshold: Not applicable. Physical State: Solid (powder). pH (as a solid): Not applicable. pH: 12 to 13 Solubility In Water: Not applicable. Vapor Pressure: Not applicable_ Vapor Density: Not applicable. Bolling Point: Not applicable (i.e., >l000 Freezing Point: Not applicable. Melting Point Not applicable. Specific Gravity (H =1.0): 3.95 Evaporation Rate: Not applicable. CoefF Water /Oil Dist.: Not applicable. SECTION 10 - TOXICOLOGICAL INFORMATION Effects Of Acute Exposure: Wet concrete mixtures can dry the skin, cause alkali bums, and irritate the eyes and upper respiratory tract. Ingestion can cause irritation of the throat Effects Of Chronic Exposure: Dust from concrete can cause inflammationlirritation of the tissue lining the interior of the nose and the cornea (white) of the eye. SECTION 11 - 'ECOLOGICAL INFORMATION Ecotoxictty: No recognized unusual toxicity to plants or animals. SECTION 12 - DISPOSAL CONSIDERATIONS Dispose of waste material according to local, provincial, state, and federal regulations. (Since set concrete is stable, allow matenaf to harden). Dispose in an approved landfill. October=14 Ready Mix Concrete Pago 5 of 5 MATERIAL SAFETY DATA SHEET SECTION 13 - TRANSPORT INFORMATION Hazardous materials description) Ready Ma Concrete is not hazardous under the TDG Act proper shipping name: (Canada) or DOT regulations (LISA). Hazard Class: Not applicable. identification Number: Not applicable. Required Label Text: Not applicable. Hazardous substancestreportable quantities (RO): Not applicable. SECTION 14 - REGULATORY INFORMATION Status under USDOL -OSHA Hazard Communication Rule 29 CFR 1910.1200: Ready Mix Concrete is considered a °hazardous chemical" under this regulation and should be part of any hazard communication program. Status under CERCLA/Superfund, 40 CFR 117 and 302: Not listed. Hazard Cate-gory under SARA ITilfe 1111, Sections 311 and 392: Ready Mix Concrete qualifies as a `hazardous substance" with delayed health effects. Status under SARA fr8e 111). Section 313: Not subject to reporting requirements under Section 313. SECTION 16 - Rl= GULA70RY INFORMATION CONTINUED Status under TSCA fas of May 93971: Some substances in Ready Mix Concrete are on the TCSA inventory list. Status under the Federal Hazardous Substances Act: Ready Mix Concrete is a `hazardous substance" subject to statutes promulgated under the subject act. Status under California Proposition 66: This product contains chemicals (trace metals) known to the State of California to cause cancer, birth derecls, or other reproductive harm. Califomia law requires the manufacturer to give the above warning in the absence of definitive testing to prove the defined risks do not exist. Status under Canadian Environmental Protection Act: Not listed. October=4 Ready Mix Concrete Page 6 of 6 MATERIAL SAFETY DATA SHEET Status under WHNIIS: Portland cement is considered to be a hazardous material under the Hazardous Products Act as defined by the Controlled Products Regulations and is therefore subject to the labeling and MSDS requirements of the Workplace Hazardous Materials Information System (VVHMfS). This product has been classified in accordance with the hazard criteria of the CPR and the MSDS contains all the information required by the CPR. SECTION 98 -OTHER INFORtYIATiON Other Important Information: Concrete should only be used by knowledgeable persons. Vital to using the product safety requires the user to recognize that porttand cement chemically reacts with water and that some of the intermediate products of this reaction, during the setting stage, are the cause of the hazards when handling this product. While the information provided in this material safety data sheet is believed to provide a useful summary of the hazards of concrete, as it is commonly used, one cannot anticipate and provide all of the information chat might be needed in every situation. Inexperienced product users should obtain proper training before using this product. The data furnished in this sheet does not address hazards that may be posed by other materials mixed with concrete. Users should review other relevant mratedal safety data sheets before working with concrete or working wish products containing portland cement. No representations or warranties with respect to the accuracy or correctness of this information, or of any Kind or nature whatsoever are given, made, or intended by Inland Concrete limited. No legal responsibility whatsoever is assumed for this information, or for any injuries or damages, however caused, which may result from the use of this information. This information is offered solely for informational purposes and is subject to your own independent investigation and verification. October 2004 Ready Mix Concrete Page 7 of 7