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ST0701-SP090904
L. H. LACY COMPANY, Ltd. P.O. Sox 541297 Dallas, TX 75354 -1297 Ph: (214)357-0146 Submittal Job: 5262 Spec Section No: SWern Blvd (SCoppell- Beltline) Submittal No: 25 DCM I IA; Blk E Revision No: 0 Coppell, TX Sent Date: 91212(}09 Spec Section Title: Submittal Title: Mix Designs- Concrete Storm Drain Structures Contractor: L. H. LACY COMPANY, Ltd. HalfP Associates Jorge Rodriquez Cont to�'S pA as SUbmitted f ® Approved as noted ® Returned for corrections ® Checked for general compliance with p ns ,& specifications q SIg etUre Date Architect's Stamp WE 49 -Oy- zo09 HALFF ASSOCIATES, INC. ENGINEERS S SCIENTISTS Lattimore Materials Company 1700 REDBUD BLVD STE 200 MCKINNEY TX 75070 (972)221 -4646 (main) (972 )221 -9647 (fax) Ready Mix Concrete Mixture Design Date: 091 02109 Client: J E GUZMAN CONSTRUCTION INC Project: SOUTHWESTERN BLVD COPPELL Materials: Cement ASTM C 150, TYPE If11 Coarse Agg : ASTM C 33, 1" - #4 Fine Agg.: ASTM C 33, CONCRETE SAND Admixtures: ASTM C 494, TYPE A OR D ASTM C 260 1.0 Cubic yard by weight - SSD Use Mix Number Strength @ 28 Days Cement Coarse Aggregate Fine Aggregate Water Admixture WATER REDUCER AEA Total Weight Unit Weight wlcm Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 564 Ibs 1850 Ibs 1260 Ibs 256 Ibs 22.6 ozs 3.7 ozs 3930 Ibs 145.56 pcf 0.45 0% 95" F 3 -5 inches 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 318 Chapter 4 andlor the relevant local building codes. LMC warrants the supplied ready -mix concrete mixture designs which LMC 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 quotallon, when tested and evaluated in accordance with ASTM C172 -99, ASTM C311C31M-03a Including proper Initial curing as per Section 10.1.2), ASTM C391C39M-01, ASTM C9QC94M-07, or other standard test methods indicated in the Contract Documents that were necessary to verily 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 30SR -99 and ACI 306R -88 are followed, if and when necessary - Additional information can be found in the limited Warranty for Ready Mix Concrete. In accordance with ASTM C941C94M-07 Section 4.6, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded to our Quality Control Department (fax 972- 221 - 91147) as soon as available_ Failure to forward reports in a timely fashion can delay response time in dealing with concrete concerns as well as future protect submittals This min design submittal, price quote, or material specific information (aggregate properties, grading, material compositions, 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 officlat of Lattimore Materials Company. Any unauthorized person or entity in possessfon of this information will be prosecuted to the fullest extent of the law. STORM DRAIN STRUCTURES 1701 (6 SK, WR, AIR) 4000 psi LATTIMORE iATERL4LI S CON PANY, L.P. P.O. Box 556 McKinney, Texas 75070 -0556 972 - 221 -4646 main 972 - 569 -6998 fax www.tmctx.com __ - .Statistt�al Compressive Str��g�h. :history= , , . _ - Mix Design # 1701 Design compressive strength, f, = 4000 psi Number of test results = 1 30 28 day compressive strength standard deviation (s) = 573 psi ACE 318 Table 318 5.3.1.2 modifier = 1 Modified Standard deviation (s) = 1 573 psi ACI 318 Table 5.3.2.1 fc < 5000 psi (5 -1) f r - - F, +1.34s = 4767 (52) f, = f + 2.33s - 500 = 4834 psi psi 28 day cylinder average = 1 5049 1 psi Required ACI 318 strength= r 4834 psi Test pate I Slump I Cone. I % Air 7 day strength 1 28 stay strength # 4470 Temp 5330 C I.1 C l.2 7Av . I C l.1 C l.2 SetAv 1 01123109 2.75 67 2.40 4440 4500 4470 5420 5330 5380 2 01123109 6.50 63 4.10 3370 3300 3340 4270 4240 4260 3 01123109 4.50 76 5.20 3320 3320 4490 4320 4410 4 0/123/09 3.00 70 3.20 4450 4450 5720 5730 5730 5 01126109 4.50 58 4.30 4700 4750 4730 5790 6140 5970 6 01131109 5.25 51 6.20 3550 3710 3634 4620 4550 4590 7 01131109 5.50 60 5.40 3730 3670 3700 4400 4340 4370 8 02/02109 5.00 69 7.20 3920 3760 3840 4730 4660 4700 9 02/05/09 5.00 53 4.50 3590 3590 4360 4300 4330 10 02105109 5.50 63 4.50 3240 3250 3250 4360 4340 4350 11 02106109 5.00 70 4.50 3810 3690 3750 4370 4450 4410 12 02112109 3.00 73 3.90 4360 4360 5610 5610 5610 13 02113109 5.25 70 4.70 3710 3620 3670 4840 4660 4750 14 02113109 5.00 75 4.50 3850 3650 3750 4820 4660 4740 15 02113109 3.50 60 3.60 4830 4830 5930 6080 6010 16 02113109 4.25 72 3.20 3570 3850 3710 5040 5130 5090 17 02116109 3.50 58 4.30 5070 5070 6120 5960 6040 18 02119/09 5.75 55 4.30 3380 3440 3410 4310 4370 4340 19 02119/09 4.00 64 3.70 4090 4020 4060 5300 5400 5350 20 02/20109 5.00 78 7.00 3810 3690 3750 4620 4730 4680 21 02/23109 4.00 71 3.60 4050 4080 4070 4940 4850 4900 22 02/27109 4.75 71 4.90 4510 4550 4530 5700 5520 5610 23 02127/09 3.75 76 3.70 4360 4560 4460 5370 5380 5380 24 03102109 5.00 61 4.70 4210 4370 4290 5690 5670 5680 25 03109/09 2.25 80 3.10 4470 4470 4470 5420 5250 5340 26 03118/09 3.50 82 4.80 3730 3620 3680 4650 4510 4580 27 03124109 4.00 74 3.70 4040 4040 5240 5130 5190 28 03125109 5.00 68 4.40 3340 3510 3430 4790 4710 4750 29 03127109 4.75 74 3.80 3980 3980 6170 5280 5230 30 03/31109 4.25 69 4.30 3760 3760 5080 6310 5700 Date Sampled: ASTIVI C23, C Date ran: 28-May -2009 Total dry wt: 51.74 lbs. Location: Bunker Sieve Size (in) Wt. Ret. % Ret. % Pass ASTM C33 #57 Limits 1 -112" 1.500 0 0.0% 100.0% 100% 1 1.000 0.18 0.3% 99.7% 95% to 100% 314" 1 0.750 8.18 15.8% 1 84.2% - 1/2" 0.500 28.86 55.8% 44.2% 25% to 60% 318" 0.375 38.36 74.1% 25.9% - #4 0.188 49.12 94.9% 5.1% 0% to 10% #8 0.094 51.36 99.3% 0.7% 0% to 5% PAN - 100% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% --0 % Retained - --E- -% Passinq 0.010 0.100 1.000 Sieve size (in.) Absorbtion: 1.03% ASTM C117: 0.61% Specific Gravity: 2.67 Dry Loose Unit Wt: 94.43 lblft Dry Rodded Unit Wt: 104.36 IWO L.A. Abrasion: 25 Lattimore Materials Company 1709 Redbud Blvd, Suite 200 McKinney, Texas 75069 972 -221 -4646 (main) 972-221-9647 (fax) www.lattimorematerials.com r #bf coarSe aggregate 0917, 0127 & D75 Sample: 1"x#4 Source: Hanson 10.000 Lattimore Materials Company 1700 Redbud Blvd, Suite 200 MclGnney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www_iattiniorematerials.com Gradation Analysis for Fine Aggregates ASTM C29, C33, 0117, C128 & D75 Date Date ran: 22- May -2009 Source: Denton Total dry wt: 705.7 grams Location: Load Out Sieve Size (in) Wt. Ret. % Ret. % Pass % Passing ASTM C33 Limits % Retained TxDOT 421 318" 0.37 0.0 0.0% 100.0% 100% 0% 114" 0.250 4.0 0.6% 99.4% - - #4 0.188 30.0 4.3% 95.7% 95% to 100% 0% to 5% #8 0.094 122.0 17.3% 82.7% 80% to 100% 0% to 20% #10 0.079 142.3 20.2% 79.8% - - #16 0.047 187.9 26.6% 73.4% 50% to 85% 15% to 50% #20 0.033 222.3 31.5% 68.5% - - #30 0.023 305.0 43.2% 56.8% 2 5 5% to 60% 35% to 75% #40 0.017 443.2 62.8% 37.2% - - #50 0.012 555.4 78.7% 21.3% 5% to 30% 65% to 90% #80 0.007 671.7 95.2% 4.8% - - #100 0.006 685.9 97.2% 2.8% b% to 10% 90% to 100% #200 0.003 709.9 99.5% 0.5% 0% to 3% 97% to 100% PAN - - Fineness Mod.: 2.67 Specific Gravity: 2.63 Dry Loose Unit Wt: 105.10 Dry Rodded Unit Wt: 116.07 Ib1ft Absorbtion: 0.74% Iblft3 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. ■ 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. • Consistent normal setting times throughout the recommended dosage. • Lower water cement ratios provide decreased permeability and increased durability. • Plastocrete 161 does not contain intentionally added chlorides and will not initiate nor promote the corrosion of steel in the concrete. ID Dosage rateswiil 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.ozJ100 tbs. (130 -260 ml /100 kg) of cernentitious materials for normal setting characteristics. Dosage rates of 4 -6 fl.oz. /100 lbs. (260 -390 mt /100 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 special con- sideration. In this case please contact your local regional Sika office or Slka technical service department at 1 -800- 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. P Plastocrete 161 is supplied in 55 gallon (268 liter) drums and bulk delivery. Storage and Shelf -life Plastocrete 161 should be stored at above 40 °F (5eC). 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 8D °F (10 °C - 27 °C) is one year. Typical Data 1-500- 933 -S1KA aUgLirY Appearance Dark Brown liquid Specific Grav Approx. 1.2 Caution Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, Fax: (201) 9336225 Fa :c (514)697—V87 - safety goggles and rubber gloves is recommended. Avoid breathing product. wwvrslkaconstructlomcom wwwztka.ca Use with adequate ventilation. Remove contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant - U.S. : North East Region: Fairless Hill, PA, Phone: (215) 295 -6600 goggles /gloves /clothing) to prevent direct contact with skin and eyes. Use South East Reglon: Conyers. VA. Phone: (774)760.1300 only in well ventilated areas. Wash thoroughly with soap and water after use. Woaterrl Region: Santa Fe Springs, CA Phone: (562) 9084 850 Remove contaminated clothing and launder before r e u se. 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 p hy s i c i a n imm if symp p Clean Up Use personal protective equipment (chemical resistant goggles /gloves/ 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 worrores this produdfor one year from date oflnstallotion to be free from manufacturing defects and to meet the teclnicat properties on the currant Technical Data Sheet I used as directed within shelf Iffe- User determines suitability of product for Intended Lisa and assumes at risks - Suyees sole remedy slbll be limited to the purchase prua or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALL APPLY INCLUDINGANY WARRANTY OF MERCHANTABILITY ORFITNESS FOR A PARTICULAR PURPOSE. SIKASHALL NOT SELWBLE UNDERANY LEGALTHEORY FORSPECIAL OR CONSEQUENTIAL DAMAGES. SIKASHALL NOT BE RESPONSIBLE FOR SHE USE OF THIS PRODUCT IN A MANNERTO INFRINGE ON ANY PATENTOR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BYOTHERS. Sika Corporation Silts Canada Inc. 1-500- 933 -S1KA aUgLirY 201 PoIlloAvenue 601, DetmarAvenue Lyndhurst, NJ 07071 Pointe - Claire, QC: H911 4A9 r r Phone: ( 201)933 -8800 Phone: (514) 697-2610 r Fax: (201) 9336225 Fa :c (514)697—V87 - 'NCH EVEM -N wwvrslkaconstructlomcom wwwztka.ca Regional Internxatlan artd Sales Cerders. For the locallonof your nearest Sika representative, contact your regional center. - U.S. : North East Region: Fairless Hill, PA, Phone: (215) 295 -6600 North Central Reglon- Madw.OH Phone: (800)851.1515 South East Reglon: Conyers. VA. Phone: (774)760.1300 South Cordral Region: Mesquite. TX, Phone: {972) 2896480 Woaterrl Region: Santa Fe Springs, CA Phone: (562) 9084 850 os Canada: Ontario: 1,SLQIsseuga,ON, Phone: (905)795.3177. A16erW: Edmommn,AB, Phone: (/80)486.8'1!3 _- Qwgq C- 1311 -tbn! Enters: kyndhureLFM 6971t psi 9000% FM70ets(Qsvwo) MenaRFM 69TH, ttmsss C4: FM 69t07.3mu Fs 3P$0ga Fbt 69Wa Sika and Pixtocrole are registered trademark*. - Mad6 In US0. 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 13 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. • Initial set times are delayed, allowing time for proper placement and fin- ishing without cold joints in hot weather conditions. • Plastiment increases concrete density and delivers increased early and ultimate, compressive and flexural strengths. • For flatwork applications Plastiment acts as a finishing aid, workability is improved, bleeding is controlled and a superior surface finish is obtained. • tower water cement ratios provide decreased permeability and increased durability. • Plastiment can be used to retard concrete during the hot weather con- creting. Refer to ACI 305R Hot Weather Concreting for more information. Plastiment does not contain calcium chloride or any other intentionally added chlorides. 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 24 fl. ozJ100 lbs. (130 -260 mI1100 kg) of cementitious 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. M Mixing 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 mix. Do not mix with dry cement. Packaging Plastiment is supplied in 55 gallon (208 lifer) drums and bulk deliv Storage and Shelf -life Plastiment should be stored at above 40eF (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 80T (10 °C- 27eC) is one year Typical Data Appearance Flourescent Green 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 venti la t ion. 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 physician immediately if symptoms persist. Clean Up 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,ka warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on Site arrrentTechnical Data Sheet if used as directed within shelf lee- User determines suilebilly of product for Intended use and assumes all risks. Buyer's sole remedy shall be imLed to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALT. APPLYINCLUDINGANY WARRANTY OF MERCHANTABILITYOR 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 OFTHIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENTOR ANYOTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. SilraCorporatlon Slka Canada Inc. 1 -800- 933 -SIKA QUALITY 201 PollloAvenue 501, DelmarAvenue a Lyndhurst, NJ 07071 Pointe-Oaire, QC H9R 4A9 Phone; (201) 933 -88W Phone: (514) 697-2610 Awn MUM Fax: (201)933$225 Fate (514)597 -3087 wwwsikaconstructiorLCom xe wwwskaa '�CHIEVEMIE Raylonat kdormetkrn and Sales Centers. For the bc6onof your nearest Sika representative, oontact your regional Center. A _,'.?, US.: North East Region: FaklessHit % PA. Phone: (215)235.660D North Central Region: Marion. OR. Phone: (600)851.1545 �.� South East Raglon: Conyen:.f,A, Phone: (770)7841300 South Central Region: Mesquite. TX, Phone: (972) 2OLL64BO Wostern Region: Santa Fe Springs, CA Phons: (562)9D34650 F Canada: Ontario: Mississauga, ON, Phone: ( Alberta: Edmonton, AB, Phone: (780)466.6111 awry CwUftatwn numaerc LyrahuntFre agar pso 0000l. Fulrom 10599M, M d.nrFN 6 W IS, Kansas a y:r'sr serer. samaFe s?angi F1A as"aa Sika and Plastirneet are rogirAered tradamaft Made In USA PrkdW in USA Product. Data Sheet Edition 10.2005 ldentificaUon no. 104 Sika AER 0 _. ..: Air Entraining Admixture Description Sika AER admixture is a concentrated liquid solution of neutralized vinsol resin. Sika AER meets the requirements ofASTM 0-260 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 form 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 rates for Sika AER will typically fall between 0.5 and 1.5 fl. oz./100 lbs. (32 - 97 ml/100 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. Mixing 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. Packaging Sika AER is supplied in 55 gallon (208 liter) 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 50 °F and 80 °F (10 °C - 27 °C) is one year. Typical Data wrwrstkaconstructlorLoom wwxs9Mx3 Appearance Dark Brown Yellow liquid. Specific Gravity Approx. 1.0 Caution Skin and eye irritant; avoid contact The use of N10SH approved respirator, _ A Q& — safety goggles and rubber gloves is recommended. Avoid breathing product. I . I _ Use with adequate ventilation. Re 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 physician immediately if symptoms persist. Cleanup 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 SIM warrards this product for one )ear from date of Installation to be free from manufacturing defects and to meat the technical properties on the current Technical Data Sheet 0 used as dhattad wllhin sheir tile, User delarmines srulablity of product for Intended use and assumes all risks Buyer's sole remedy shall be 1mited to the purchase pries or replacement of product exclusive of laboror cost of labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTABILR Y OR FITNESS FOR A PARTICULAR PURPOSE. SiKASHALL NOT SE LIASL.E 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. SlkaCorporaflon SikaCanadaInc. i 800 - 933 - SIKA p,UALITy 201 PollloAvenue 601, OelmarAvenue Lyndhurst, NJ 07071 Pointe -Claire, QC H9R 4A9 I r Phone: (201)933.8800 Phone: (514) 697 -2610 I , Fax: (201)933.6225 Fax t5114) 697-3087 9C ! - JIEVENkfN 1 wrwrstkaconstructlorLoom wwxs9Mx3 Reglonal Information and Sales Centers. For the Iocaton of your nearest Sika representative, contact your regional center. - US.: North East Region: Fatless Hits, PA, Phone: (215) 295 -6WD North Central Region: Marion, OH, Phone: (8110)851.1545 � South Fast Regkrc Corners. GA, Phone: (770) 7641300 South Central Region: Mesquite, TX, Phone: (972) 289.6480 Western Region: Santa Fe Springs, CA, Phone: 1562)903.MSD _ A Q& — Canada: Ontario: Mississauga, ON, Phone: (905)53177, Alberta: Edmonton, AR. Phone,: (780 )486.6111 I . I _ 4.WEy 0*HIF rk,arbsr. Lyndb nt FM 69114 0509NO).FN 73i2110590ae1, M.1on :FMI59TIS,Kmn Cky.FM6936T.5enu fs 3pnngs FM 69aoa Seca is a mgiVwed trademark -- Mode in USA. Pnimod 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 Total Dust MSDS covers all Concrete Mix Designs prepared by Inland. CAS No: NIA 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: - 0 t 60 y F Chemical Family: NIA Chemical Name And Synonyms: NIA Formula: This product consists of portland cement 11yash, sand, aggregate, and ad mixtures, individual compositions of constituents will vary within the mix design ranges. SupplterlManufacturer: Emergency Contact Information: SECTION 2- COMP©SITI©NIINFORMATION ON INGREDIENTS Ready Mix Concrete Ingredients & Their Exposure Limits: Current ACIH TLV For 8 hour Exposure ;_Crystalline Silica Note: _ -- t to 25 10 rr 148 08 -60 -7 0.01 to 5 2 Cements and sand and gravel may contain 0.1% - 60% crystalline silica (CAS No. 19808 -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 Page t of I Percentage of Total Dust Respirable Dust Chemical Ent4lingredient GAS No: Mi (Mass) (Mass Crushed st one or gravel - - -- - 0 t 60 y F 1 0 mgffi S mglm ` 1 Sand �._.... _1 to 50 10 mgl fi 3 .. i Portland Cement ; 65997 -15 -1 _ 1 to 25 - 10 mglm3 - - -° Wafer ' _._ ;_Crystalline Silica Note: _ -- t to 25 10 rr 148 08 -60 -7 0.01 to 5 2 Cements and sand and gravel may contain 0.1% - 60% crystalline silica (CAS No. 19808 -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 Page t of I MATERIAL SAFETY DATA SHEET SECTION 3 — HAZARDS IDENTIFICATION Emergency Overview: Concrete is a light gray fluid mixture that poses an immediate hazard to eye tissue. Exposure of sufficient 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 saturat d vitith 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 CON'T'ACT 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 first 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 unlit hours after the exposure has ended and significant injury has occurred. Exposure to moist or wet concrete may cause more severe skin effects including thickening, 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, and/or other 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 altergic 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 vrith skin is the basic protection to reduce this exposure. October 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 portfand 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. 4 Unusual or (hyper) sensitivity to hexavatent chromium (chromium ( +B )) 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 form, 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 f=lammable Lower Explosive Limit: Not Applicable. Auto Ignition Temperature: Not Applicable. Sensitivity To Impact: Not Applicable. 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 ti —STABILITY AND 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, liberating hydrogen gas. Concrete dissolves in hydrofluoric acid producing corrosive silicon letrafluoride gas. Silicates react with powerful oxidizers such as fluorine, chlorine, tritluorides, and oxygen difluoride. Hazardous Decomposition: Will not occur Hazardous Polymerization: Will not occur. SECTION i - 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. S ECT ION 8 - E XPOSURE CONTROLSIPERSONAL PROTECTION Eve Protection: Safely 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 mix 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 robber boots must be wom to prevent injury. Wet concrete may splash into open boot tops and saturate socks and remain in contact for a lengthy period of time. Prevention is to ensure that boots are fully faced 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 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 NIOSHIMSHA- 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. SE CTION 9 — PHYSICAL AND CHEMICAL PROPERTIES Appearance: gray fluid I hydraulic mixture Odor: No distinct odor. Odor Threshold: Not applicable. Physical State: Solid (powder). pH (as a solid): Not applicable. pH: 12 to 13 Solubllity In Water: Not applicable. Vapor Pressure: Not applicable. Vapor Density: Not applicable. Bolling Point: Not applicable Freezing Point: Not applicable. Melting Point: Not applicable. Specific Gravity (H20 = 1.0): 3.15 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 burns, and irritate the eyes and upper respiratory tract Ingestion can cause irritation of the throa€. Effects Of Chronic Exposure: Dust from concrete can cause inflammation/irritation of the tissue lining the interior of the nose and the comea (white) of the eye. I SEc noN i 1 -ECOLOGICAL INFORMATION Ecotoxicity: 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 material to harden). Dispose in an approved landfill. october2009 Ready Mix Concrete Pago 5 of MATERIAL SAFETY DATA SHEET SECTION 43 - TRANSPORT INFORMATION Hazardous materials descriptionf proper stripping name: Hazard Class: Identification Number: Required Label Text: Hazardous substanceslreportable quantities (RO): Ready Mix Concrete is not hazardous under the TDG Act (Canada) or DOT regulations (USA), Not applicable. Not applicable. Not applicable. Not applicable. "SECTION 14 =REGULATORY INFORMATION Status under t1SDOL -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 CERCLA1Superfund, 40 CFR 117 and 302: Not listed. Hazard Category under SARA (Title 1111, Sections 311 and 312: Ready Mix Concrete qualifies as a "hazardous substance" with delayed health effects. Status under SARA (Title 1111. Section 393: Not subject to reporting requirements under Section 313. SECTION 15 -REGULATORY INFORMATION - (CONTINUED ) Status under TSCA (as of May 1897): 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 65: This product contains chemicals (trace metals) known to the State of California to cause cancer, birth defects, ar other reproductive harm. California 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 Enyironmentat Protection Act: Not listed. ©ctober2004 Ready Mix Concrete Page 6 of 6 MATERIAL SAFETY DATA SHEET Status under WHMIS: 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 TVISD5 requirements of the Workplace Hazardous Materials Information System (VVHruIIS)_ 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 16 - OTHER INFORMATION Other Important linforTmatfon: Concrete should only be used by knowledgeable persons. Vital to using the product safely requires the user to recognize that portland 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 that might be needed in every situation. Inexperienced product users should obtain proper training before using this product The data fumished in this sheet does not address hazards that may be posed by other materials mixed with concrete. Users should review other relevant material safety data sheets before working with concrete or working with 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. October2D04 Ready Mix Concrete Page 7 of 7