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ST0701-SP100108Page 1 of 1 Keith Marvin - RFI #27 From: "Rodriguez, Jorge" <jrodriguezghalff.com> To: "Farris, Kody" <kharrisglhlacy.com >, "Farris, Miranda" <mharrisglhlacy.com> Date: 1/8/2010 10:06 AM Subject: RFI #27 CC: Keith Marvin <kmarvin @ci.coppell.tx.us >, "MattO @pactrust.com" <MattOgpactrust.com >, "Littleton, Dave" <dlittletonghalff.com> Attachments: RFI #27 (20100108).pdf Kody I attach the approved RFI #27. Please call me if any question thanks Jorge Rodriguez, P.E. MEN Project Manager 1BUE HALFF HALFF ASSOCIATES, INC. 1201 N. Bowser Road Richardson, Texas 75081 Phone 214 - 346 -6203 Fax 214 - 739 -0095 www.halff.com file: / /C: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4B4703ACCity_... 8/31/2011 L. H. LACY COMPANY, Ltd. P_O. Box 541297 Dallas, TX 753541297 Ph: (214)357-0146 Job: 5262 SWern Blvd (SCoppell- Beltline) DCM 11A; Blk E Coppell, TX Submittal Spec Section No: Submittal No: 27 Revision No: 0 Sent Date: 1/1312010 Spec Section Title: Submittal Title: Mix Design Request 4000 Machine Contractor: L. H. LACY COMPANY, Ltd. Halff Associates Jorge Rodriquez � U 9 u- 9 1W Contra C6 s Stamp Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Checked for general compliance with plans & specifications . 19 (o SignaturF - Date Architect's Stamp EfREVIEWED - NO EXCEPTIONS NOTED ❑ REVIEWED WITH NOTED EXCEPTIONS ❑ REJECTED - RESUBMIT eheftl5o* r0Mftne=Wththede*oowooHhe v*Ctaedaom0an Wththettlanlelim9wIn%omtrad t)oamenls CaibadorEsnpa�leladinensiatsbbecu�nned andoaretawat dpesiahs tabrkWMPmssmorto g4mdmnoxtim;aWforroa dnWmdit%orkddhWes E#eersoam0dsd000tRetm the Cmuww of Omtretw ae4 as de&w N the drawings or specimat ns. Enginee;AItam 0 all M HAl FF A6sodIATES, INC. ENGINEERS & SCIENTISTS L 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: 01106110 Client: L H LACY COMPANY.LTD Project: SOUTHWESTERN BLVD COPPELL Materials: Cement: ASTM C 150, TYPE III Coarse Agg.: ASTM C 33, 1" - #4 Fine Agg.: ASTM C 33, CONCRETE SAND Admixtures: ASTM C 494, TYPE A OR a ASTM C 260 1.0 Cubic yard by weight - SSD Use Mix Number MACHINE PAVING 1701 (6 SK, WR, AIR) 4000 psi 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 1371 Ibs 256 Ibs 22.6 ozs 3.7 ozs 4041 Ibs 149.67 pcf 0.45 0% 95° F 1 -3 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 andior the relevant local buildng 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 wen° made available at the time of quotation, when tested and evaluated in accordance with ASTM C172 -99, ASTM C31IC31M -03a (including proper initial curing as per Section 10.12), ASTM C391C39FA-431, ASTM C941C94M -07, or other standard test methods Indicated In the Contract Documents that were necessary to verify 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 ACI 30612-88 are followed, if and when necessary. Additional Information can be round In the Limited Warranty for Ready Aft Concrete. In accordance with ASTM C941C94M -07 Section 46, Lattimore Materials Company shall receive all copies of telling reports, and they should be forwarded to our Quality Control Department (fax 972 - 221 -9647) 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 project submittals. This mix design submittal, price quote, or material specific Irrlormation (aggregate properties, grading, material composition, or other information regarding materials manufactured by Lattimore Materials Company) Is proprietary and contlderitial 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 unaulhorized person or entity in possession of this information will be prosecuted to the fullest extent of the law. _ - -- LATTI TORE 11ATERIALS COMPANY, L.P. P.O. Box 556 McKinney, Texas 75070-0556 972 - 2214646 main 972 - 569 -6998 fax www.imctx.com _: _ _ . ,Sta #- Mkcal Compr`.ess v Strength H sf© i Y a Mix Design #F Design compressive strength, f. = 4000 psi Number of test results = 3t� 28 day compressive strength standard deviation (s) = 508 psi ACI 318 Table 318 5.3.1.2 modifier = 1 Modified Standard deviation (s) = 508 psi ACI 318 Table 5.3.2.1 fc 5000 psi (5 .1) f.=F, +1.34s = 4681 1 (5-2) f,, = f, + 2.33s - 500 = 1 4684 psi psi 28 day cylinder average= 1 5016 Ipsi Required ACI 318 strength= 1 4684 psi Test Date Slump Cone. % Air 7 day strength 28 day strength # 3i 00 b7 7 u Temp 2 C 1.1 C 1.2 7Av . C 1.1 C 1.2 SetAv 1 07129109 3.75 95 3.50 4290 4240 4210 3i 00 b7 7 u a7 l u 2 07131109 4.50 95 4.70 3950 3950 4920 4900 4910 3 08/20109 5.00 93 5.00 4000 4000 4570 4540 4560 4 08/24109 3.75 100 4.00 4000 4000 4000 5200 4750 4980 5 08125/09 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 08/26109 5.00 90 4.80 3570 3570 4340 4440 4390 8 08/27109 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 08/28109 3.00 94 3.70 4630 4630 5950 5550 5750 11 08/28/09 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 09/10109 4.00 90 4.50 4040 4040 4790 5030 4910 16 09116/09 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 09/21109 5.00 92 4.30 2910 2910 3970 3880 3930 20 09/21109 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 09124/09 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 09/28109 5.00 74 4.80 3930 3930 4T20 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 LMC Date ASTM Date ran: 21- May -2009 Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972- 221 -4646 (main) 972 - 221 -9647 (flax) www.l att i m orem ate d a l s. co m C33, 01'17. C127 & D75 Total dry wt: 65.96 lbs. T °x94 Source: TXI - Bridgeport Location: TXI Rail @ load out Sieve Size (in) Wt. Ret. % Ret. % Pass ASTM C33 #57 Limits 1 -112" 1.500 0 0.0% 100.57. 100% 1" 1.0100 2.14 3.2% 96.8% 95% to 100% 314" 0.730 13.54 20.5% 79.5% - 1I2" 0.500 37.84 57.4% 42.6% 26% to 60% 318" 0.375 50.18 76.1% 23.9% - #4 0.188 52.66 95.0% 3.0% 0% to 10% #8 0.094 65.08 98.7% 1.3% 0% to 5% PAN - 100% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% --®—% Retained —m % Passing 0.010 0.100 1.000 10.000 Sieve Size lin.f Absorbtion: 1.36% ASTM C117: 0.72% Specific Gravity: 2.66 Dry Loose Unit Wt: 94.72 IbIfe Dry Rodded Unit Wt: 104.79 IWO Date Sampled: ASTM C29 Date ran: 17 -Dec -2009 Total dry wt: 682.2 grams Sample: Spec Source: Denton Location: current @ radial Sieve Size (in) Wt. Ret. % Ret. % Pass % passing ASTM C33 Limits %fl Retained TxDCT 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 A% 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% - - #f30 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% to 90 % #80 0.007 636.8 93.3% 6.7% - - #100 0.006 657.3 96.4% 3.6% 0% to 10% 90% to 100% #200 0.003 676.0 99.1% 0.9 % O% 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 NCO Absorbtion: .72% lb/ft' Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972 - 221 -4646 (main) 972 -221 -9647 (fax) www.lattimorematerials.com 0117. C128 & D75 Product Data Sheet Edition 10.2005 Identification no. 104 Sika AER Sika AER 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 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 Dosage rates for Sika AER will typically fall between 0.5 and 1.5 fl. oz./100 lbs. (32 - 97 m11100 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. IVlixing Measure the required quantity per batch manually or with automatic dispenser 201 Polito Avenue 601, selmarAvenue equipment_ Add Sika AER to mixing water or sand_ Do not mix with dry ce Lyndhurst, NJ 07071 Pointe- Claire, 12Cti9R4A9 ment. When used in combination with other admixtures, care must be taken to Phone: (301)933.8800 Phone: (514) 697 -2610 dispense each admixture separately into the mix. Fax: (201)933 -'325 Fax (51a)697v'087 Combination with Other Admixtures: wwwsikaconstruetlon.com WwwSR&Ca Combination with other admixtures, particularly water reducers and retarders, Regional Inforniallon mW Sales Centers. For the location of your nearest will tend to increase the amount of entrained air in the mix. Air contents should US.: North Eest Regtorc Fairless HIL% PA, Phow (215) 295 -6600 be checked with an air -meter after hatching and dosage adjustments made at South East Reglon: ODnyers.GA. Phons: (T70) 760 -1300 the concrete plant. Packaging Sika AER is supplied in 55 gallon (208 lifer) drums and bulk delivery. Storage and Shelf Life Sika AER should be stored at above 40 °F (5 °C). If frozen, thaw and agitate _ r thoroughly to return to its nomal 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 Yellow liquid. Specific 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. Remove contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggleslgloveslclothing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly with soap and water after use. Remove contaminated cl o th ing and launder before reuse. 'Firs t Aid Eyes: Hold eyelids apart and Rush 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 im mediately if symptoms persist. ._ 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 actor- dance with applica e nvironmental 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 date of fnstallatfon to be free from manufacturing defec'sand to met the technI al properties on the afaerd Technicat Data Shed F used as directed within shelf life. User determines suitability of product for Intended use and assumes all risks. Buyees sole remadyshall be united to the pure ase prior or replacernerd of productexciuswe of labor or cod of tailor. NO OTHER WARRANTIES EXPRESSED ORIMPLIEBSHALLAPPLYiNCLUDI NGANYWARRAHTYOFMF .RCFWMABILf1YORFI NESS FOR A PARTICULAR PURPOSE. SI1CA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTW L DAMAGES. SIRA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Slka.Corporatton Sika Canadatnc. 1 800.933 - SIKA p.UALfry 201 Polito Avenue 601, selmarAvenue Lyndhurst, NJ 07071 Pointe- Claire, 12Cti9R4A9 '' Phone: (301)933.8800 Phone: (514) 697 -2610 r Fax: (201)933 -'325 Fax (51a)697v'087 AC "IEVEM�N� wwwsikaconstruetlon.com WwwSR&Ca Regional Inforniallon mW Sales Centers. For the location of your nearest Sika representative, contact your reglonal center. US.: North Eest Regtorc Fairless HIL% PA, Phow (215) 295 -6600 North Central Regkln: Madon.OH, Ph (800)8S1.1545 South East Reglon: ODnyers.GA. Phons: (T70) 760 -1300 South Contra] Reglon: Memuile.TX, Phone: (972) 2446480 a Wastern Roglory Santa Fe Spriry9,CA, Phone: (562)903.650 Canada: Ontario Misstssauga, ON, Phone: (905)7953177, Alberta: Edmonton, A6, Phone: (780)486 -6111 O.A" r_Uklbn Mnbe Lynabwt:FM 6971 1 peo 9969 ).FNT9421 (0590M.lWan:FM69715, trainees Car: FM 691DT. Sens Fs 8prinasr Fri a%Q3 S9:a Is a mgisterod trademark Made in USe, Printed h U50. 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. Plast ocrete 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. e Improved paste quality makes concrete easier to pump and finish. s Consistent normal setting times throughout the recommended dosage. IN Lower water cement ratios provide decreased permeability and increased durability. s Plastocrete 161 does not contain intentionally added chlorides and will not initiate nor promote the contusion of steel in the concrete. 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.ozJl00 tbs. (130 -260 m11100 kg) of cementitious materials for normal setting characteristics. Dosage rates of 4-6 fl.oz.1100 tbs. (260 -390 m11100 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 Sika ® 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 hatching 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 P 1 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) i one yea T p ica l Data Fax: (201)93340225 Far- (514)697„°007 ,q CFlIEVEMEN Appearance Dark Brown liquid Specific Gravity App 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. R e m ove 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. a 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- c with applic 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 Sika warrants th's productfor one Tearfrom date ofinstallatlon to be free from manufacturing defects end to meet the technical propertles on the current Technical Data Sheet d used os directed wlthln shelf tlfe. user detarmtnes srutebi§ly of product for Intended use and assumes all risks. -- _ Buyer's sole remedy shall be Envied to the purchase prkm orreplaceunent of product exchisive of laboror cost of labor. NOOTHER WARRANTEES EXPRESSED ORIMPLIED S1IALLAPPLY INCLUDING ANY WARRANTY OF MERCHANTABILTTYOR FITNESS FOR A PARTECUEAR PURPOSE. SIKASHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKASHALL ROTBE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANYOTHER INTELLECTUAL PROPERTY RIG HTS HELD BY OTHERS. SlkaCorporatlon Sika Canada Inc. 1 -500- 933 -SIKA Ql)AL(Ty 201 Poll[DAvenue 601. DelmarAvenue Lyndhurst, NJ 07071 Potnle•Clalre, QC HSR 4A9 r r Phone: (201)933.8000 Phone: (514)6972610 Fax: (201)93340225 Far- (514)697„°007 ,q CFlIEVEMEN ww6ysltaconstructlamcom wvw- S&a.ca Raglonal tnlamstlon and Sales Cerviers. Forte location of your nearest Sika representative, contact your regional renter. - US.: North East Roglon: Fatless Hlls. PA. Phone: (215)295.6600 North Central Region: Marion.01-t Phone: (800)851.1515 South EastReglon: «ryenr,GA.Phora:970)7641300 South CentralRe&n: Mesquite. TX. Phone! (972) 289-648D WastamRoglon: Santa Fe Spings,CA. Phone: (56'2)903 -3650 a - Canada: OMado: Mlssissouga,ON,Phone: (905)7953177, Alberta: Edrnonlon,AB, Phone: (780)486 -6111 qutlly Cmtl&aWn lLmblrs Ly.dhunt E9r1t }15090001, F717dt21 {C89009). Maaan: FT169I15. lSaAfas Cty:!•7I 99197. SOn4 Fa 8ptlnas:l3t 6iWa SBa and Plestocwte are regislerod tradomerts. . Wds In USA. Printed In USA. Product Data Sheet Edition 10.2005 Identification no. 100 -54 Plastiment Plastii77ent" Water Reducing and Retarding Admixture Description Plastiment is a water - reducing and retarding admixture. Plastiment meets the requirements of ASTM G494 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 fiatwork 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. m For flatwork applications Plastiment acts as a finishing aid, workability Is improved, bleeding is controlled and a superior surface finish is obtained. Lower 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. Hove 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./100 lbs. (130 -260 ml/100 kg) of cementitious materials. Where extended retardation is required dosage may be increased. Dosage rates outside the recommended range may be used where specialized mated - 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 -900- 933 -7452 forfurther information. 0 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. Pa Plastiment is supplied in 55 gallon (208 liter) drums and bulk delivery. Storage and Shelf -life Plastiment 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 1 - 800 - 933 - SIKA C Appearance Flourescent Green Brown liquid. Specific Gravity Approx. 1.2 Caution Skin and eye irritant, avoid contact. The use of NIOSH approved respirator, Fax: (201)933-6225 Falc (514)697 -3087 safety goggles and rubber gloves is recommended. Avoid breathing product wwwslkaconstruetton.com wwws8na.ra Use with adequate ventilation. Remove contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant North Central Raglan. Madcn,OK Phone: (80D)851 -1545 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. Phone: (SW) 903 -650 Remove contaminated clothi and launde befo r e u se. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: lrmses C�t:F7A 691er. SmL Fa Spr7rgv irA W rise Remove contaminated clothing. Wash skin thoroughly for 15 minutes with Slla and PlasSmard aro teg'alered trademaM1s. soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not Made In USA- Prhled In USA. 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 actor- 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 5 k warrants this produd forone year from data of Installation to be fro from mamRacturaig de fade and Io meet the tedrrdcal properties on the current Technical Data Sheet if used as dd3rected within shelf Ire- User determines srataWity of product for Intended use and assumes all risks. euyer's sole remedy shall ba imbed to the purdmss price or replacement of product exdusive of labor orcost of labor. NO OTHER WARRANTIES EXPRESSED OR1MPLIED SHALL APPLYINCLUDING ANY WARRANNOF MERCHANTABUTYOR FITNESS FOR A PARTICULAR PURPOSE. SIKASHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANYOT14ER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. 51kaCarporatlon Sika Canada Inc. 1 - 800 - 933 - SIKA C 201 PoldloAvenue 601, DelmerAvenue Lyndhurst, NJ 07071 Pointe- Clalre, QC 14911 4A9 s i Phone: (201)933.8800 Phone: (614)697 -2610 r Fax: (201)933-6225 Falc (514)697 -3087 q ��IJEVEME� t wwwslkaconstruetton.com wwws8na.ra Reglonal Information and Sales Centers. For the location of your nearest Sike representative, contact your regional o- enter. U.S.: North East Roglon: Fakim HiLs. PA, Phone (215) 295.6600 North Central Raglan. Madcn,OK Phone: (80D)851 -1545 South East Region: Coryers.GA, Phone: (770) 7601300 South Central Replon: Mesquite, TX, Rhone: 1972)28"480 Waslern Reg lore Santa Fe Springs, CA, Phone: (SW) 903 -650 Cantu Ontario: Mississauga, ON, Phone: (905)795-3177. Athorta: Edmonlon,AB, Phone: (78D)488-Sftt Ouatey Gatllkatbm ILmhma tlrndhurtt Fro 6971r pa0 BOaoj, Fra70421 1aS9e0a), f#enon:iMeflrr3, lrmses C�t:F7A 691er. SmL Fa Spr7rgv irA W rise Slla and PlasSmard aro teg'alered trademaM1s. Made In USA- Prhled In USA. MATERIAL SAFETY DATA SHEET SECTION 'I - CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Percentage of Product Name: Ready Mix Concrete, Pre -Mixed Concreie, Transit Mixed Concrete. Grout Chemical Entitylingredient CAS No: 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 mglm engineering. MSDS Information: This product Is classified as hazardous, according to criteria of WHMIS rnglm regulations. Product Code: _- 1 to 50 ` Chemical family: NIA Chemical Nance And Synonyms: NIA Formula: This product consists of Portland cement, flyash, sand, aggregate, and Water ad mixtures, individual compositions of oons1huents swill vary within the mix design ranges. Suppiler/Manufacturer: — 1 to 25 — Emergency Contact Information: S mglm SECTION 2 - COMPOSITIONIINFORMATION ON INGREDIENTS Ready Mix Concrete Ingredients & Their Exposure Limits: Current ACIN TLV for 8 hour Exposure Note: Cements and sand and gravel may contain 0.1 %- 60% crystalline silica (CAS No. 14608 -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 1 of 1 Percentage of Total dust Respirable Dust Chemical Entitylingredient CAS No: Mix (Mass] (Mass t — _� _ ` -- -- mglm 1tt !m Crushed st one or gravel 0 to 60 , € rnglm 5 mglm t Sand _ . _. ..._ _. _. _- 1 to 50 ` — 10 - 110m 5 m le i Portland Cement 85997 - -1 _ 1 to 25 Water _ i F Ash -- - - -- — — 1 to 25 — - 10 mglm S mglm C stalline Siiica __ . 14808 50 -7 ;...... 0.01105 ._ ; , 2 m tm 0.05 m fm Note: Cements and sand and gravel may contain 0.1 %- 60% crystalline silica (CAS No. 14608 -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 1 of 1 MATERIAL SAFETY DATA SHEET SECTION 3 — HAZARDS IDENTIFICATION Emergency Overview: Concrete is alight 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 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 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 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 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 pofsshed. 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 6antact vvith ready -mix concrete. Minimizing contact with skin is the basic protection to reduce this exposure. october204 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 TRAC 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) sensitivityto hexavalent chromium (chromium ( +6)) salts. sECTION 4— FIRST AID MEASURES Eyes s $kin Immediately flush eyes thoroughly with water. Continue flushing for 15 minutes, including under the lids, for at least 15 minutes, Seen medical attention immediately. Wash skin wilh 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. C 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! FIRE FIGHTING MEASURES Flammability: Not Flammable. 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: NotApplicable. 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 6 — STABILITY AND REACTIVITY Stability: Stable Incompatibility: Portland cement reacts vAth water to produce a caustic solution, pH 12 to pH 13. Wet concrete is alkaline. As such It is incompatible with acids, ammonium sails, 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 hydrafluoric acid producing corrosive silicon tetrafluoride gas. Silicates react with powerful oxidizers such as fluorine, chlorine, lrifluorides, and oxygen difluorfde. 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 Eye Protection: Safety glasses with side shields, or goggles, should be worn when engaged in ad Willes 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. Wearimpervious clothing and gloves to eliminate skin contactwhere 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 tops 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 vrith 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 oontactwith skin for any period of time_ October 2(104 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 Gmtts. 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. SECTION 9 — PHYSICAL AND CHEMICAL_ PROPERTIES Appearance: Odor Threshold: pH (as a solid): Solubility in Water. Vapor Density: Freezing Point: Specific Gravity (H =1.0): Coetf. Water /Oil Dist.: gray fluid l hydraulic mixture Not applicable. Not applicable. Not applicable. Not applicable. Not applicable. 3.15 Not applicable. Odor: No distinct odor. Physical State; Solid (powder). pH: 12 to 13 Vapor Pressure: Not applicable. Soiling Point: Not applicable (i.e.?1000 ° C). Melting Point: Not applicable. Evaporation Rate: Not applicable. SECTION 10 - TOXICOLOGICAL INFORMATION E ffects 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 inflarnmationfrrilation of the tissue lining the interior of the nose and the comea (white) of the eye. L SECTION 11 -ECOLOGICAL INFORMATiOH Ecotoxicity: No recognized unusual toxicity to plants or animals. SECTION 12 - DISPOSAL CONSIDERATIONS Dispose of waste material according to local, provincial, state, and federal regulatlons. (Since set concrete is stable, allow material to garden). Dispose in an approved landfill_ October 2004 Ready Mix Concrete Pago 5 of 5 MATERIAL SAFETY DATA SHEET SECTION 13 -TRANSPORT INFORMATION Hazardous materials description/ proper shipping name: Hazard Class: identification Number: Required Label Text: Hazardous substances /reportable quantities (RO): Ready Mix Concrete is not hazardous under the TDG Act (Canada) or DOT regulations (LISA). Not applicable. Not applicable. Not applicable. Not applicable. SECTION 14 - 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 CERCt_A Superfund.40 CFR 117 and 302: Not listed. Hazard Category under SARA (Title 1111. Sections 311 and 312: Ready Mix Concrete qualities as a "hazardous substance" with delayed health effects. Status under SARA (Title 111). Section 313: Not subject to reporting requirements under Section 313. SECTION 15 • REGULATORY INFORMATION CONTINUED Status under TSCA (as of May, 1997): Some substances in Ready Kx 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 ELcL Status under California Proposition 65: This product contains chemicals (trace metals) known to the State of California to cause cancer, birth defects, or 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 Environmental Protection Act: Not listed. October 2004 Ready Mix Concrete Page 6 of 6 MATERIAL SAFETY DATA SHEET Status under WFIMIS: 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 (VVHMIS). 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 Information: Concrete should only be used by knowledgeable persons, Vital to using the product safely requires the user to recognize that portland cement chemically reads 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 furnished 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. October 2004 Ready Mix Concrete Page 7 of 7