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ST0702-SP090723~ -23 Lattimore Materials Company 1700 REDBUD BLVD STE 200 MCKINN EY TX 75D7D (972}221-4646 (main} (972}221-9647 (fax} Ready Mix Concrete Mixture Design Date: 07/23/09 Client: JRJ PAVING LP Project: COPPELL RD S. PAVING & DRAINAGE IMPROVEM COPPELL Materials: Cement: ASTM C 150, TYPE 1i11 Coarse Agg.: ASTM C 33, 1" - #4 Fine Agg.: ASTM C 33, CONCRETE SAND Admixtures: ASTM C 494, TYPE A OR D ASTM G 260 1.0 Cubic yard byweight - SSD Use PAVING Mix Number 1701 (6 5K, WR, AIR} Strength ~ 28 Days 3600 psi Cement 564 Ibs Coarse Aggregate 1850 Ibs Fine Aggregate 1260 Ibs Water 256 Ibs Admixture WATER REDUCER 22.6 ozs AEA 3.7 ozs Total Weight 3930 Ibs Unit Weight 145.56 pcf wlcm Ratio 0.45 Fly Ash Replacement 0% Maximum Temperature g5° 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 me direct responsibility of the Purchaser, the project architect or engineer, and or contractor to insure that the above designed mixture parameters for compressive strength, mixture proportions or ratios, and Omer required performance parameters are appropriate for the anticipated environmental, durability, or usage conditions in ACI 318 Chapter 4 and/or the relevant local building codes. LMC warrants the supplied ready-mix concn<te mixtun: designs which LMC guarantees will achieve the specified compressive strength, or other performance properties of the concrete staid in the Contract Documents, as were made available at the time of quotation, when tested and evaluated in accordance with ASTM C172-99, RS TM C311C31M-03a (including proper initial curing as per Section 10.12}, ASTM C39lC39M-i71, ASTM C94lC94M-07, or other standard test methods indicated in the Contract Documents that were necessary to verify the additional pertonnance properties of the concrete, and when the recommended procedures far placement and curing of the in-place concrete, or those specifically outlined in ACI 3Q5R-99 and ACI 306R-88 are followed, if and when necessanl. Additional information can be found in the LimifedWarrar~y for Ready Mix Concrete. In accordance with ASTM C941C94M-07 Section 4.6, Lattimore Materials Company shall receive all copies of testing reports, and 1t1eV 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 information (aggregate properties, grading, material composition, or other information regarding materials manufactured by Lattimore Materials CompanVy 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 prosecu~d to the fullest extent of the law. Lattimore Materials Company 1700 REDBUD BLVD STE 200 MCKINN EY TX 75070 (972}221-4fi4fi {main} (972}221-9647 (fax} Ready Mix Concrete Mixture Design Date: 07!23109 Client: JRJ PAVING LP Project: CDPPELL RD S. PAVING & DRAINAGE IMPROVEM CDPPELL Materials: Cement: ASTM C 150, TYPE I/ll Coarse Agg.: ASTM C 33, 1" - #4 Fine Agg.: ASTM C 33, CONCRETE SAND Admixtures: ASTM C 494, TYPE A DR D ASTM C 260 1.0 Cubic yard byweight - SSD Use Mix Number Strength ~ 28 Days SIDEWALK 1251 (5 SK, WR, AIR} 3000 psi Cement Coarse Aggregate Fine Aggregate Water Admixture WATER REDUCER AEA Total Weight Unit Weight wlcm Ratio Fly Ash Replacement Maximum Temperature Slump Entrained Air 470 Ibs 1850 Ibs 1354 Ibs 250 Ibs 18.8 ozs 3.1 ozs 3924 Ibs 145.33 pcf 0.53 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 project architect or engineer, and ar contractorto 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 staid in the Contract Documents, as were made available at the time of quotation, when tested and evaluated in accordance with ASTM C172-99, ASTM C31/C31M-03a (including proper initial curing as per Section 10.1.2}, ASTM C39/C39M-01, ASTM C941C94M-G7, 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 306R-88 are followed, if and when necessary. Additional information can be found in the LrmitedWarrar~y iorReady Mrx Concrete. In accordance with ASTM C94/C94M-07 Section 4.E, Lattimore Ma~rials Company shall receive all copies of testing reports, and they should be forwarded to our Quality Corrtral Department (fax 972-221-9647} as soon as available. Failure to forward reports in a timely fashion can delav response time in dealing with concrete concerns as well as future project submittals. This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, ^r other information regarding materials manufactured by Lattimore Materials CompanVy 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 orentitV in possession of this information will be prosecuted to the fullest extent of the law. LMC LATTIMORE MATERIALS COMPANY, L.P. P.O. Box 556 McKinney, Texas 75070-0556 972-221-4646 main 972-569-6998 fax www.lmctx.com Statistical Campressi~e Strength His#c-ry Mix Design # 1701 Design compressive strength, f'~ = 3600 psi Number of test results = 3D 28 day compressive strength standard deviation {s} = 573 psi ACI 318 Table 318 5.3.1.2 modifier = 1 Modified Standard deviation {s} = 573 psi ACI 318 Table f' < 5000 i {5-1} f'~~ f'~+1.34s = 4367 5.3.2.1 c ps {5-2} f'~, = f'~ + 2.33s - 500 = 4434 psi psi 28 day cylinder average = 5049 psi Required ACI 318 strength = 4434 psi Test Date Slump Conc. Flo Air 7 day strength 2S day strength # Tem C 1.1 C 1.2 7Av C 1.1 C 1.2 SetAv 1 01123/09 2.75 67 2.40 4440 4500 4470 5420 5330 5380 2 01!23109 6.50 63 4.10 3370 3300 3340 4270 4240 4260 3 01!23!09 4.50 76 5.20 3320 3320 4490 4320 4410 4 D1123ID9 3.OD 7D 3.20 4450 4450 5720 5730 5730 5 01126/09 4.50 58 4.30 4700 4750 4730 5790 6140 5970 6 01!31!09 5.25 51 6.20 3550 3710 3630 4620 4550 4590 7 01!31109 5.50 64 5.40 3730 3670 3700 4400 4340 4370 8 02102!09 5.00 fig 7.20 3920 3760 3840 4730 4660 4700 9 02105!09 S.OD 53 4.50 3590 3590 4360 4300 4330 10 02105/09 5.50 63 4.50 3240 3250 3250 4360 4340 4350 11 02/06109 S.OD 70 4.50 3810 3690 3750 4370 4450 4410 12 02112!09 3.00 73 3.90 4360 4360 5610 5610 5610 13 02!13/09 5.25 70 4.70 3710 3620 3670 4840 4660 4750 14 02113!09 5.00 75 4.50 3850 3650 3750 4820 4660 4740 15 02!13109 3.50 60 3.60 4830 4830 5930 6080 6010 16 02113109 4.25 72 3.20 3570 3850 3710 5040 5130 5090 17 02116!09 3.50 58 4.30 5070 5070 6120 5960 6040 18 02/19/09 5.75 55 4.30 3380 3440 3410 4310 4370 4340 19 02!19!09 4.DD 64 3.70 4090 4020 4060 5300 5400 5350 2D 02120!09 5.OD 78 7.OD 3810 3690 3750 4620 4730 4680 21 02I231D9 4.00 71 3.60 4050 4080 4070 4940 4850 4900 22 02127109 4.75 71 4.90 4510 4550 4530 5700 5520 5610 23 02!27!09 3.75 76 3.70 4360 4560 4460 5370 5380 5380 24 03!02109 5.00 61 4.70 4210 4370 4290 5690 5670 5680 25 03/09/09 2.25 80 3.10 4470 4470 4470 5420 5250 5340 2fi 03/18/09 3.50 82 4.80 3730 3620 3680 4650 4510 4580 27 03124/09 4.00 74 3.70 4040 4040 5240 5130 5190 28 03/25109 S.OD 68 4.40 3340 3510 3430 4790 4710 4750 29 03127/09 4.75 74 3.80 3980 3980 5170 5280 5230 34 03131109 4.25 69 4.30 3760 3760 5080 6310 5700 LM LATTIlIZORE MATERIALS COMPANY, L.P. P.O. Box 556 McKinney, Texas 75070-0556 972-221-4646 main 972-569-6998 fax www.lm~tx.~om Statistical Compressive Strength History Mix Design # 1261 Design compressive strength, f'~ = 3000 psi Number of test results = 3D 28 day compressive strength standard deviation {s1 = 854 psi ACI 318 Table 318 5.3.1.2 modifier = 1 Modified Standard deviation {s~ = 854 psi ACI 318 Table ' {5-1jf'~~ f'~+1.34s = 4145 5.3.2.1 f c ~ 5000 psi {5-2~ f'~~ = f'~ + 2.33s - 500 = 4490 psi qSl 28 day cylinder average = 4554 psi Required ACI 318 strength = 4490 psi Test Date 51ump Conc. ° ~° Air 7 day strength 28 day strength # Tem C 11 7Av C 1.1 C 1.2 SetAv 1 01102109 4.50 63 5.50 3470 3470 4590 4470 4530 2 01!09109 S.DD 76 4.75 3790 3790 49SD 4830 4910 3 01/12109 4.25 64 3.50 3150 3150 4280 4330 4310 4 01117109 3.25 58 4.00 4230 4230 5480 5150 5320 5 01120109 4.50 63 5.50 4010 4010 5640 5450 5550 6 01121109 4.50 74 5.80 3700 3700 5150 5050 5100 7 01/22109 5.00 6D 5.50 4920 4920 5290 5190 5240 8 01123109 4.50 67 3.50 3730 3730 4820 4740 4780 9 01!26109 4.00 55 3.50 4750 4750 6770 6600 6690 1D 01126109 4.50 56 5.00 4990 4990 7020 7020 7020 11 02105109 5.00 64 4.50 3250 3150 3200 4120 4170 4150 12 02/05109 5.50 65 4.70 3210 3260 3240 4430 4090 4260 13 02106109 5.25 58 4.40 3300 3630 3470 4340 4340 4320 14 02/12109 5.00 59 4.70 3400 3430 3420 4500 4470 4490 15 02113109 5.00 73 2.60 3300 3230 3270 4410 4390 4400 16 02117109 4.00 63 3.50 3200 3200 4290 411 D 4200 17 02117/09 5AD 81 5.40 3490 3550 3520 5150 5070 5110 18 02/18/09 4.50 69 4.70 3400 3250 3330 4510 431 D 441 D 19 02125109 5A0 77 5.10 2300 2360 2330 4140 4100 4120 2D DZi25109 5.00 76 5.10 2660 2660 3630 3710 3670 21 02!25109 3.00 65 5.50 3250 3250 6030 4160 5100 22 03102109 5.25 66 4.50 2850 2860 2860 3800 3850 3830 23 03105!09 4.50 73 S.DD 2910 3000 2960 3830 3820 3830 24 03105!09 6.50 73 6.20 2470 2470 3180 3280 3230 25 03107109 6.00 72 4.30 2910 2910 3550 3390 3470 26 03110109 5.OD 77 4.10 3440 3350 3400 4310 4330 4320 27 03117109 5.00 73 5.50 3050 3020 3040 3880 3870 3880 28 03123109 5.50 74 4.30 2380 2420 2400 3480 3570 3530 29 03/24109 4.DD 74 4.00 4480 4530 4510 4770 4870 4820 3D 03/25/09 S.DD 75 4.10 3130 3130 4010 4050 4030 Gradation Hn~ ASTM C: Date Sam pled: 26-May-2009 Date ran: 2$-May-2009 Tota I d ry r-vt: 51.74 Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972-221-4646 (main} 972-221-9647 (fax} www.lattimorem aterials.com .is for #57 Coarse Aggregate C33, C117, C127 8~ D75 Sample: 1" x #4 Source: Hanson lbs. Location: Bunker Sieve Size (in} Wt. Ret. °I° Ret. % Pass ASTM C33 #57 Limits 1-vr' 1.5aa o 0.0°~° 1 aa.a°~° 1 o0°i° 1" 1.000 0.18 0.3°/° 99.7% 95°/a to 100% 314" 0.750 8.18 15. $% $4.2°Jo - 112" 0.500 28.86 55.8% 44.2°/° 25°!o to 60% 318" 0.375 38.36 74.1 °/° 25.9°l° - #4 0.188 49.12 94.9°/° 5.1 °/° 0°!° to 10°/° #$ 0.094 51.36 99.3°/° 0.7% 0% to 5°/° PAN - 1 aQ°~ sa°~ 84°~ 70°~ 6Q°~ ~a°~ 4a°~ 3C}% 2Q% 1 Q°~ Q°~ t °~ Retained °~ Passing Q.Q10 Q.1 QQ 1.QQQ Sieve Size (in.) Absorbtion: 1.03% ASTM C 117: 0.61 °/° Specific Gravity: 2.67 Dry Loose Unit Wt: 94.43 Iblft3 Dry Rodded Unit Wt: 104.36 Iblft3 L.A. Abrasion: 25 1 Q.QOQ LMC ~~.~ Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) www.lattimorematerials.com Gradation Analysis for Fine Aggregates I ASTM C29, C33, C117, C128 8~ D75 ^ate Sampled: 20-May-2009 Sample: Spec Date ran: 22-May-2009 Total dry wt: 705.7 grams Source: Denton Location: Laad Out Sieve Size {in) Wt. Ret. % Ret. °/v Pass % Passing ASTM C33 Limits % Retained TxDOT 421 318" 0.375 0.0 0.0°/0 100.0°/v 100°/0 0% 114" 0.250 4.0 0.6% 99.4°/0 - - #4 0.188 30.0 4.3% 95.7°/0 95% to 100°/0 0% to 5°/0 #$ O.D94 122.0 17.3°/v 82.7% 80% to 100°/0 0% to 20°!0 #10 0.079 142.3 20.2°/v 79.8% - - #16 0.047 187.9 26.6°/v 73.4% 50% to 85% 15% t0 50°/0 #20 0.033 222.3 31.5% 68.5°/v - - #~30 0.023 305.0 43.2°/v 56.$°/v 25% to 60% 35°lo to 75% #40 0.017 443.2 62.$°/v 37.2% - - #50 0.012 555.4 78.7°/v 21.3% 5% to 30% 65% to 90% #80 0.007 671.7 95.2% 4.8°/v - - #100 0.006 685.9 97.2% 2.$°Ia 0°lo to 10% 90% to 100°/0 #2D0 0.003 701.9 99.5°l0 0.5°/0 0°lo 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 Iblft3 Absorbtion: 0.74°/v Iblft3 Product Data Sheet Edition 10.2005 Identification no. 161 Plastocrete 161 Plastocrete° 7 E~'I V'~later Reducing Admixture „' Description Plastocrete 161 is a lignin polymer-type water-reducing admixture. ~,: Plastocrete 161 meets the requirements of ASTM G-494 TypesA, B and Q. 'Applications Plastocrete 161 is recommended for use in all applicafiansvfhere 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 rnix. Through this dispersing action mare of the surface area of the cement particles is available far early hydration. The mare cement particles hydrated by contact with the mixing water, the greater the compressive strength of the concrete. Plastocrete 161 isformulaied as a TypeAwater reducer to allow up to 10°io water reduction and maximize the benefits of increased hydration in bath 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- cat 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 i ncreased durability. ^ Plastocrete 161 does not contain intentionally added chlorides and tivill not inifiate nor promote the corrosion of steel in the concrete. How t~ U se Dosage Rosage rates will vary depending on the material used, arnbient conditions and the requirements of a specific project. For general concreting appiications, Sika recommends a dosage rate between 2-4 ti.oz.1100 lbs. (130-260 mU100 kgj of cementitious raterials far normal setting characteristics. Rosage rates of 4-6 fl.oz.1100 lbs. (260-390 rn11100 kg) of cementitious materials are recommended for applications where higher water reduction is needed as well as extended workability and prolonged setting times. 3:. Qosage 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- siderafion. In this case please contact your local regional Sika office ar Sika technical service deoartmeniat 1-800-933-7452 far further information. b €~:Hr Mixing Plastocrete 161 is added at the concrete plant. tJ~easure 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 botching cycle. Combination with other Admixturves: 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. Da 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. E3atal Appearance Specific Gravity Rork Brown liquid Approx. 1.2 Cauti®n Skin and eye irritant; avoid contact. The use of NIC~SH approved respirator, safety gaggles and rubber gloves is recornrnended. Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggleslgloveslclothingj to prevent directcantaciwith 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- Glean 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 DUT DF REACH DF CHILDREN NDT FDR INTERNAL CONSUMPTION FDR INDUSTRIAL USE ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION SiK,a warrants this product ferone year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet if used as directed Wdhin shelf life. User determines suitability of product for intended use antl assumes all rislCS. B u•Jer's sole remedy shall be limited to the purchase price or replacement of Grotllact exclusive of labor or crest of labor. N O O THER WARRAN TIES EKPRE55EQ OR IMPLIEQ SHALL APPLY INGLUQING ANY WARRAN I?N O F MERCHANTABILITY qR FITNE55 FQR A PARTIGU LAR PURPOSE. SIKA SHALL NqT BE LIABLE UNQER ANV LEGAL THEORY FOR SPEGIAL qR GQN SEQUENTIAL QAMAGES. SIKA SHALL NOT BE RE$PgNSIBLE FOR THE USE qF THI$ PRgQUCT IN A MANNER TO INFRINGE ON ANV PATENTOR ANV OTHER IN TELLEGTUAL PROPERTY RIGHTS HELD BV pTHERS. Sika Corporation Sika Canada Inc. '1-800-933-Si1KA Ip,UALITY 20. PoIRoAvenue 601, Delmar Avenue Lyndhurst, NJ 07071 Pointe-Gaire, flC H9 Ft 4A9 ~ ' ' Phone: {20f)933~HOC Phone: {5f 4}697-2610 w w Fax: {201}933-6225 Fax {514}697-3087 „q~~ ~N~ wwwsikaconstruction.com wwwsika.ca I~V~M RagipnaE Informffiion and Sales Centers. For tree location of your nearest Sika representative, intact your regional center. U-S- North East Regipn Fairless Hills, P,"1, Phone: i2L}?r3,y SSiHJ North Central Regipn Marian, OH, Phone: (SOiI'} 851-1545 South East Region ~ Conyers, GA, Phone. (??i)J 7fC1.f ?rlU South Central Regipn ~ Mesquite, T7:, Phone' (9?2} 2f3g-6480 YJBStern Region' Santa Fe Springs, CA, Phone. (5fi?}90:i-3650 Canada' Ontarip' MI3313Sa uOa, ON, Phorie~ (405} 795„'1??, AlUerta' EdmenY n, AB, Phone: (?SOJ 486 5111 QUJlljy CRrUflyatlpn NV~HbtrS' LyntlhUgt' FM 897Y4 [19p 9bDp}, FM ]bd21 (Q$$f/Q(1,, MBrIOn~ FM ~]f$, King84 Cqy~ FM (91p7, $3nt8 Fi 9pringg~ FM ~$4~ Sika and Plastvaete a re regi stered tradem arks. rviade in USP. PnMed in ll$q. Product Data Sheet Edition 10.2J05 Identification ne, 100-~~ Plastiment 121Sti rt7erlt~. Vttater Reducing and Retarding Admixture Description Plastiment is awater-reducing and retarding admixture. Plastiment meets the requirements of ASTM C-494 Types B and R. Applications Plastiment is recommended far use whenever high quality concrete with pre- dictabieand controlled set times is desired. Use in flatwork and horizontal or vertical slipform placernentswhere a superior surface finish is required. Advantages Plastiment is highly effective in hot weather concreting to offset the accelerai- ing effects of high ambient temperatures by slowing the hydration reaction and controlling the hydration heat. Cancreteworkability is enhanced and a supe- riorsurface finish is obtained. in mass concrete pours Plastiment controls temperature rise and reduces the risk of thermal cracking. ^ initial set limes 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. s Lower water cement ratios provide decreased permeability and increased durability. ^ Plastiment can be used to retard concrete during the hot weather con- creting. Refer toACl 305R Hot Weather Concreting for mare information. Plastiment does not contain calcium chloride or any other intentionally added chlorides. Hc~w 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 fl. oz.1100 lbs. (130-260 rn11100 kg) of cementitious materials. Where extended retarclation is required dosage may be increased. Dosage rates outside the recornrnended range may be used where specialized materi- als such as rnicrosilica 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 1-800-933-452 for further information. Mixing Add Plastiment at the concrete plant. Measure required quantity manually or by automated dispenser. Add info the water line at the batch plant or directly into the concrete at the end of the mixing cycle. Gampinatian with ether 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 net mix with dry cement. Packaging Plastiment is supplied in 55 gallon (208 liter) drums and bulk delivery. Storage and Shelf-life Plastirnentshould be stared 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 Qata Appearance Flourescent Green Proven liquid. Specific Gravity Approx. 1.2 GautiDn 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 contarninated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant gaggleslglovesiclathing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Nash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes: Held eyelids apart and flush thoroughly with water far 15 minutes. Skin: Remove cantarninated clothing. Wash skin thoraughlyfor 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: [~a not induce vomiting. Qilute with water. Contact a physician. In all cases, contact a physician immediately if symptoms persist. Clean Up Use personal protective equipment (chemical resistant goggieslgloveslcloth- ing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Qispase of excess product and container in accor- dance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN NOT FDR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY CONSULT Fi~ATERIAL SAFETY DATA SHEET FOR MORE INFORMATION Sika warrants this protl uct forone year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet if used as directed within sY~elf life. User determines suitabildy of product for intended use and assumes ail risKs. Buyer's sole remetly sruall be limited to the purchase prime or replar>emeM of product exclusive gt labor or cgst of labor. Np OTHER WARRANTIES EXPRESSEQ OR IMPLIEQ $HALLAPPLV INOLUQING ANV WARRAN IY OF NFEROHANTABILITV ORFITNESS FOR A PARTIOULA.R PURPOSE. SIKH SHALL NOT BE LIABLE UNQER ANY LEGAL THEORY FOR SPECIAL OR GON SEQUENTIAL QAMAGES- SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PROQUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY (iTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation Sika Canada Inc. '1-$00-933-51KA t~.UALITY 201 Po1Ro Avenue 60i, Delmar Avenue Lyndhurst, NJ 070'1 Pcinte-Claire, QC H9R 4A9 ` ' ' Phone: {201} 933800 Phone; {514} 697-2010 r r Fax; {201} 933-0225 Fax: f,614} 697-3087 ,q ~( wwwsikacnnstruction.com www.sika.ca ~~1'1EVEAA~~ Regional Information and Sales Centers. For the location of your nearest Sika repeesenia5•ve, contact your regional center- U.S.' North East R9gian~ Fairless Nills, PA, Phgrle: (2f 5}95 SS00 North Central Rpgian~ Maribn, OH, Phone: (800j PS1-15-05 South East Rlagiarr Conyers, Gr:, Phone' (??0} 750-13{.10 South Oentrai Region Mesquite, n:, Phone' (97212895480 Western Region' 5anW Fc S'prings, CA, Phone: (5ki2}9033550 Canada' Ontafio Mississauga, DN, Phone: (905j 795-3177, Alberta' Etlmonto n, AF3, Phone: (?80~ 48b 5111 Yt. W lljy L"l RI11~yt~Pn NUm°Zre~ Lyndhurgl' FM $9711 (190 9099], FM 79421 (Q~$QD~}, MBrlpn• FM (19]15, KEn$a4 C. rcyl FM ~81Q]„$9nta Fe $pringgl FM ~4~ SiKa and Plastiment are mgt stered trademarl~. M dde in USA Printed in USA Product Data Sheet Edition 10.200 Identification no. 104 Sika AER ~ I ~Lrrr~® IQE Air Entraining Admixture Description Sika AER admixture is a concentrated liquid solution of neutralized vinsal resin. Sika AER meets the requirements afASTM G-260 forAir Entraining Admixtures. Applications SikaAER can be used whenever air entrained concrete is desired. Ready- rnix, precast and block producers can achieve optimum entrained air contents, even where harsh mixes are used ar flv-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 cancrete scaling in exposed environments. Air entrained concrete delivers particular benefits in the form of increased cancrete durability. This is important in colder climates vrhere 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 afi the microscopic bubbles in the concrete. The concrete flows better, bleeding and shrinkage is reduced because lower water content is needed far 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 cancrete matrix. How t~ Use Dosage rates for Sika AER wil I typically fall between 0.5 and 1.5 fl. oz.1100 lbs. (32 - 97 mU100 kg) of cementitious to entrain between 4 and 6 percent air. Higher air contents may be obtained by increasing the dosage rate. Dosage rateswill vary depending on the air cantent required for a particular project. Typically air contents will be specified in the range of 4 to 8 percent by vol u rne. Other factors that may affect the amount of ai r entrained into the cancrete include, but are not limited to total cementitious cantent, 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. Measure the required quantity per batch manually arwith autornaticdispenser equipment. Add Sika AER to mixing water or sand. Ro not mix with dry ce- ment. When used in combination with other admixtures, care must be taken to dispense each admixture separately info the mix. Gombination with Qther Admixtures: Gombination 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 hatching 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°G). If frozen, thaw and agitate thoroughly to return to its normal state before use. Shelf life when stored in dry warehause conditions between 50°F and 80°F (10°G - 27°G) is one year. Typical Qata Appearance Dark Brown Yellow liquid. Specific Gravity Approx. 1.0 +CautiQn Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, safety gaggles 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 gaggles/glaveslclathing) to prevent direct contact with skin and eyes. Use only in well ventilated areas. Wash thoroughly vdith soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water far 15 minutes. Skin: Remove contaminated clothing. Wash skin thoroughlyfor 15 minutes with snap and water. Inhalation: Remove person tafresh air. Ingestion: Ra not induce vomiting. Qilute with water. Gontact a physician. In all cases, contact a physician immediately if symptoms persist. Glean Up Use personal protective equipment (chemical resistant goggles;glaveslcloth- 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 DUT OF REAGH OF CHILDREN NDT FDR iNTERNRL GDNSUMPTION FOR INDUSTRIAL U5E ONLY CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMRTiON Sika warrants this product for one year from date of installatiorl to be free from manufacturing defects and to meet The technical properties orl the current Techr~iul Data Sheet if used as directed wdhin shelf life. User determines suitabiliTf of product for intended use and assumes all asks. 8 uyer's sole remedy shall be limited to the purchase price or replacement of product erclusive of labor or cx sf of labor. NO gTHER WARRAN TIE$ E%pRE$SED OR IMPLIED SHALLAPPLYINCLUDING ANY WARRAN TYOF MERCHANTA8ILITYOR FITNE55 FOR p PARTIGULAR PURPOSE. 51KA SHALL NQT 6E LiA6lE UNDER ANV LEGAL THEORY FqR SPECIAL qR GONSEOUENTIAL DAMAGES. SIKA SHALL NOT BE RESPON 516LE FOR THE USE OF THIS PRODUGT IN A MANNER Tq INFRINGE ON ANV PATENT pR ANY gTHER INTELLEGTU AL PROPERTY RIGHTS HELD 6Y OTHERS. Sika Corporation Sika Canada Inc. 'i-$00-9$3-SIKA QUALITY 20f Polito Avenue GOf, Delmar Avenue Lyndhurst, PJJ 0707f Painte-Claire, QC H9R 4A9 ~ ' ' Phone: {20f}933-8800 Phone: {5f4}697-2Sf0 o ~ Fax: {201}933-0225 Fax: {5f4}n973087 '~C~t1EVEM~~K wwur.sikaconstruction.rom wwwsika.ca Regional Information and Sales Centers. For the location of your nearest Sika representatve, contact your regional center- U-S.' Nprth EaEt Regipn Fairless Hills, PR, Phone: (2f5}~95-615{1f1 NOrth Central Rl9giprr Marion, OH, Phone: (2{IOj At-154: SOUkh Eas! ROyipn~ Lonye rs, GC7, Phone: (?tOj 7S0-f 300 SOUth C@Otral R¢gipn: Mesquite, T7:, Phone: (972} 2&9$420 Wpskcrn RBJipn~ Santa Fe Springs, LA, Phone: (5F;2y9U:i3G50 Canada: Ontario' h4isslssa uaa, DN, Phone: (9D5) 795-3ft7, Alhlerta: Etlmonton, AB, Phone: [780j 4S8Sf11 I,~U8112y cl rtlfl~fitlpn NUmlK9: LyntlriUmt' FM 6!)711 [I$p 9DD8}, FM 1bd21 tQ$~bb}, M~vlOn: FM X715, K8n999 CRy' FM6810?, $VntB F! $pringg: FM 59486 Sika is a registered trademark. Made in USr',. Printed in iISA- MATERIAL SAFETY DATA SHEET SECTION't -CHEMICAL t'RODUCT ANC1 COMPANY IbENTIFtCATlON Product Name: Ready Mix Concrete, Pre-Mixed Concrete. TransR Nlixed Concrete. Grout MSL1S covers all Concrete Mix Resigns prepared by In.and. CA5 No: N1A Product Use: Ready Mix Concrete i& a structural component used in structure( and civil engineering. MSDS Information: This product is Classified ds hazardous, according ttr criteria of WHMIS regu fat itins. Produc# Cede: Chemical Fatuity: NIA Chemical blame And Synonyms: N,'A Formula: This product consists of partland cement, flyash, sand: aggregate, and ad mixfures, individual compositions of constituents will vary within the rnix design ranges. Su pplie rf M a n ufac to rer: Emergency Contact Information: SECTIf?N 2 - COMPOSITIONIINFORMATION DN tNGt{EL?IENTS Ready Mix Concrete Ingredients & Their Exposure limits: Current ACIH TLY for 8 hour Exposure Percentage of Total Dust Respirable Bust :Chemical Entitylingredient CA5 No: Mix {Mass) ~ (Mass _ mglm s . mgfm ~ __ ;Crushed stone or~ravel_ _ 0 tG 60 ~ 10 rrE~m~ 5 mg/rr1'` Sand 1 Eo 50 10 mglm3 ; - -- 5 mg/m3 Portland Cement..,... _ ._;_05997-15-1 1 to F5 14 mg1m3 _ _- 5 rnp~m' =Water F~ Ash ___.. __ . ~ to P5! `: 10 mctlm~ 5 snglr€r' `. .a, .-- --- -- __,..._... _ _~.. -- __Crysfalline $il~ca 14t30t3-6Q-7 Q.Di to 5 = . 2 rnctlrn~ 9.05 mg/m' Nate: Cements and sand and gravel may contain 0.1 °l~ - 6D°/a crystalline siliL~a {CAS No. i~t8138-60-7) depending on the proportion: and crystalline silirz content of the ingredients, All ingredients may contains crystalline silica. Wet stage poses no risk or hazard. Ortober2484 Ready Mix Concrete Page 1 of 1 MATERIAL SAFETY aATA SHEET .~SECTfON 3- HAZARf)S ff~Et+fT1FIGATtON ~~ Emergencv Qvervfew: Concrete is a light gray fluid mixture that poses an immediate hazard to eye tissue. Exposure of suffcient duration to wet concrete can cause serious, patentia[hr irreversible tissue Sskin or eye} destruction in the form of chemical {caustic} bunts, including third degree berms. If footwear ar clothing becomes saturated with wet concrete, remove immediately and wash area with water anti mile soap. Do not allow prolonged contact. Potential Health Effea4s: • Refevanfi routes of exposure are: • EYE Cf]i+1TACT and SI{tN COTtTAGT Effects Resulting From EYE CONTACT: Exposure to wet concrete may cause immediate or delayed irritation or inFlammation, Eye contact by splashes of tivet concrete may cause effects ranging from moderate eye irritation to chemical burns and blindness. Such exposures require immediaie first aid and medical attention to prevent significant damage to the eye. EffeC#s Resuf#ing From 5KlfV 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 minimising skirt eantaci, particularly contact with wet concrete. Exposed persons may not feet discomfcart until hours after fire acposure has ended and signrficant injury has occurred. Exposure to moist or wet :.pncrete may cause more severe skin effects including thickening, Cracking, fissuring of the skin_ Prolonged exposure can cause severe skin damage in fife fcmt of {Cail3tiC} chemit;at burns. Ef#ects Resuf#ing from fNHALATION: Concreie may contain amounts of ,.^.rysta[line silica. Prolonged exposure #o respirable fry crystalline silica may aggrava#e other lung conditions. It may also muse delayed lung injury including silicosis, a disabling and potentially fatal rung disease, artdlor other diseases.. (Also see "Carcinogenic Potential' below.} Respirabie exposure to silica in concrete may occur only if concrete is drilled, cut, ground or polished. 1=xposure 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 r 1 Else f=ffects Besotting From fMGF.STION: fV Qt Apple ratite Chronic Effects Sams individuals may exhibit an allergic response upon exposure to ready-mix conaete. The response may appear in a variety of forms ranging from a mild rash to severe skin ulcers. Persons already sensitized may react to iheir first contact with the pmdu~. 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. Oetober 2004 Ready Mix Cancrebe Paga 7 0€ 2 NIATEF~IAL SAFETY C3ATA SHEET Carcinogenic t}oteniial Ready h9ix Concrete is not listed as a carcinogen by NTP, C7SHA, or lARC. It may, however, contain trace amounts at substances fisted as carcinogens by those organizations. Crystalline silica, a potential trace level contaminant irs Portland cement, is found In the aggregate rx~mponents in varying percentages 2nd is classified by lRAC as a known human carcinogen (Group 1 }. NTP has characterized respirable silica as `reasonably anticipated to be [aj carcinogen°. tNedicat Conditions That May Be Aggravat$d sy lnhatation or t3ermal Exposure: Pre-existing upper respir3fory and lung diseases. G Previous exposure to dust from hardened praduct. C Unusual or {hyper} sensitivity to hexavalent chromium {chromium (+8j) salts. SECTION ~ _ F#RST AlE3 MEASURES _._.~.___ _ . « Eyes • Ski n Immediately flush eyes thoroughly vrith water. Continue flushing for t5 minutes, including under the lids. for at least 1~ mina#es. Seek medical attention immediately. Wash skin with water and pN neutral snap or mild detergent in{ended for use on skin. !f lathing or footwear is saturated remove immediately and wash area with water and mild saaa. if contact has been severe enough is 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 vvet farm, concrete is unlikely to be ingested. if concrete enters mouth, wash Aut with water imn#ediatefy. Seek medical attention if any burning sensafion nr actual bums occur: --- SEGTiC1N 5 - F1RE EXPL45tOFt 1:fATA! FIRE Ft~HTiNC MEASURES 1=#ammalz#lity: Not Flammable. Flash Point: Not Applicab~. Lower Exp#uSive Llmlt: Noi Applicable. Uppar Explosive Limit; Not Applicable. Auto ignition Temperature: Not Applicable. Sensitivity To Static Discharge: NotApplic2ble. Sensitivity To Impact NotApplicabie. Extinguishing Media: Not Applicable. Special Fire-Fighting Procadurss: None. Hazardous Combustion Products: Not Applicable. Unusual Fire And )=xptnsion Hazards: Not Applicable. October 2004 Ready Mix Concrete page 3 of 3 lI~ATERiA~ SAFETY DATA SHEET SEC7t~bN 6 - STABILITY AN[7 REACTtVtTY Stabittty: Stable Incompatibility: Portland cement reacts with vraterty produce a caustic solution, pH 12 to pH 13. Wet vancrete is alkaline- As surd it is incompatible with acids, ammonium salts, 2nd aluminum metal. Aluminum powder and other alkali and alkaline earth elements will react fn wet mortar or concrete, liberating hydrogen gas. Concrete dissolves in hydra~uoric acid producing corrosive silicon teirafluaride gas. Silicates react with powerful oxidisers such as fluorine, chlorine, triftuorides; and oxygen difluoride. Ha~ardvus Decomposition: Will not occur. Hazardous Polymerization: Will not occur. 1=V4' PrOCeCtI(Trl: Safety glasses with side shields, yr gaggles. should be warn when engaged in aotivities where cement dust. wet cement, yr concrete could contract the eye. In extremely dusty environments and unpredictable environments, ;ntear unvented ar indirectly vented goggles to avoid eye irritation ar injury. Contact lenses should not be wom when working with ready mix oancrete or fresh concrete products. $kir3 Protection: Preventton is essential to avoid potentially severe skin injury. Avoid contact with unhardened {oral} car€rxete products. If contact occurs, promptly wash afreDtedarea w€th soap and water. Wear impervious clv~ing and gloves to eliminate skin intact where prolonged exposure tv unhardened ready mix Dancaete products might acaur. Wear boots that are impervious to water to eliminate foot and ankle exposure. If standing in wet concrete rubber boa#s must be worn to ~,revent injury. Wet concrete may sp~ash into open boot tops and saturate socks and remain in oontact Far a lengthy period of time. Prevention is to ensure that boats are fully laced up. Do not rely vn barrier creams; barrier creams should not be used in place of gloves. Periodically wash areas in contact with dry podland Dement, wet cement, or concrete fluids with a pH-neutral soap. Wash again at the end of workday. lfirritation occurs, immediately wrash the affected area and seek treatment. Clvihing satura'ed with wet cannrete should be removed immediately and replaced with dean, dry clothing. Do rot allow lathing saturated with wet concre#e to remain in contact With skin far any period of time. October 2oD4 Ready MiX concrete Pagc a of 4 MATERIAL SAI=ETY I]ATA SHEET f2espiratnry Prntec#ion: Avoid actions that cause dust t0 become airf3ame_ Use local or general ventilation to control exposures to below applicable exposure limits. Use tJlOSli1MSHA-approved (under 3f7 CFR 1?) yr NIOSH-approved {under4'~ G1=R t3A aRer July 94, t9g81 respirators in poorly ventilated areas, if an applicable exposure limit is exe~eded, or when dust causes discornfart or irritation.. Ventilation: Use local exhaust or general dilution ventilation to control exposure within .applicable limits, SECTI4td 9 -- PHYSI CAL, .AND CHENtiCAl. PRC3PERT[ES ~~ kppcarance: gray fluid /hydraulic mixture 4dnr: Na distin~ odor. Oder Threshold: Nvt applicable. Physical State: Solid {powder}. pH {as a solid}: Not applicable. pN: 42 to 13 Svlubtlity fn Water: Not applicable. Vapor Pressure: Nat applicable Vapor Densify' Nof applicable. Bolling Raint: Nvt applicable {i.e.,,'iD00°C}. Freeaing Point: Nat applicable. Melting Point: Not applicable_ Specific Gravity {HZQ = 1.t?}: 3.15 Evaparafion Rate: Nof applicable. Caeff. Waterltli[ Dist.: Not applicable SFCTIt3N 14 - TOXIGG-LdGtCkL`INF4I~MATCGF~ ~j Effects t3fAcute Exposure: ilUet concrete mix#ures can dry the skin, cause alkali burns, and irritate the eyes and upper resplratvey tract. tnaestion can cause irritation of the throat. Effects Of Chronic Exposure: CJust from concrete can cause inflammationlirrikation of the Tissue lining the interior of the nose and the comes (white} of the eye. m SECTION 7 t - ECOLt:3GICkL INFQRNCATtflF4 ~( Ecotoxicity: No recognized unusual toxicity to plants or animals. SECTION 12 - DISPOSAL CONStDERATtONS ©ispase of waste material according to local, provincial, strata: and federal regulations. {Since set concrete is stable, altowmaterial to harden}, C7ispase in an approved landfill. October Zfltl4 Ready 1611ix Concrete Page 5 of 5 MATER[AL SAFETY DATA SHEET ~._ ..~ SECTION 13 -TRANSPORT iMFOItMATICtN [ Hazardous materials descriptiant proper shipping name: Hazard Glass: Identification Number; Required Label Text: Hazardous substanceslreportable quantltles (RO}: Ready Mix Concrete is not hazardous under the TCJG Act (Canada) or t?OT regulations (USA} Not applicable. Nat applicable. Not applicable. Mat applicable. slacTlc;!N 1a - RBGULATOFtY tNi=~RMATION Sta u un er USDO1.-t35HA Hazard Communication Rute 29 CFR 19t©.1200: Ready Mix Concrete is considered a "hazardous chemical" under this regulation and should be part of any hazard communication program. S#a#us under CERCLA/Superfund. ao CFR 117' and 302: Mat listed. Hazard Gateparv under 5A17A tTitle tllt. Sections 311 and 312: Ready Mix Concrete qualifies as a 'hazardous substance" vuith delayed health eftects. Status under SARA (Title Ilt}s 3sctinn 313: Not subject to reporting requirements under Section, 313. SECTION 15 -REGULATORY INFORMATiptd (CONTtNl1ED} l - __ ~ Status under TSCA tas of tfAav 19971: Some substances irr Ready Mlx Concrete are on the TCSA inventory list Status under the Federal Hazardous Substances Act: Ready Mix Goncrele is a "hazardous substance" subject io statutes prorrtulgated under the subject aCt- Status under Cal'i;arnia Prouosltion 65: This product ecntains chemicals trace metals) known to the State of California to cause cancer, birth detects, or other reproductive harm. Gatitomia law requires the manufacturer to give the above warning ir: the absence of tlefinttive testing to prove the defined risks do not exist:. Status under Canadian Environmen#al Pratec#ion Ac#: Nat listed. OCioper 20(14 Heady Mix Concrete Page 6 of & MATERIAL SAFETY aATA SHEET Status under V'SrHMiS; 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 b the labeling and MSDS requirements of the Workplace Hazardous Materials information System (WIiMIS}. This product has been classified in accordance with the hazard criteria ofthe CF'R and the MSDS Contains all the information required ay the CPR. SECTiOhi 1& -OTHER tNFQFtMAT1QlV Qttter trnportartt tnformatian: Concrete should only be used by knowledgeable persons. Vital to using the product safety requires the user to recognise that: podlarsd cement Chemically reacts with water and that some of the intermediate products of this reaction, during the selling stage; are the cause of the hazards when handling his product. White the infanrration 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 alt of the information that might be needed in every situation. Inexperienced product users should obtain proper training before using this orodutt. The data. furnished in Phis sheet does not address hazards that may be posed by ether materials mixed with .oncrete. Users should review other relevant material safety data sheets E~fore working v~ith concrete ar working with products containing partland cement. Na representations or warranties with respect to the accuracy or correctness of this information, or of any kind ar nature whatsoever are given, made.. ar intended by Enland 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 arrrn independent investigation and verifieatian. Octpber 20p4 Ready Mix Grsncrete Page 7 of 7