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ST0301A-SP100730Lattimore Materials Company 15900 DOOLEY ROAD ADDISON TX 75001 (972)221 -4546 (main) (972)221 -9647 (fax) Ready Mix Concrete Mixture Design Gate: 07119110 Client: JRJ PAVING LP Project: BETHEL ROAD II COPPELL Materials: Cement: ASTM C 150, TYPE 1111 Coarse Agg.: ASTM C 33, 1'44 CRUSHED STONE 11 Fine Agg.: ASTM C 33, CONCRETE SAND / Admixtures: ASTM C 494, TYPE A OR D ASTM C 260 1 /3 l 1.0 Cubic yard by weight - SSD Use HAND PAVING Mix Number 1851 (6.5 SK, WR, AIR) Strength @ 28 bays 3600 psi Cement 611 lbs Coarse Aggregate 1850 lbs Fine Aggregate 1303 lbs Water 267 lbs Admixture WATER REDUCER 24.4 ozs AEA 4.0 ozs Total Weight 4031 lbs Unit Weight 149.30 pcf w /cm Ratio 0.44 Fly Ash Replacement 0% Maximum Temperature 95` F Slump 3 -5 inches Entrained Air 3 -6% LMC has no knowledge or authority regarding where this mixture is to be placed, therefore it is the direct responsibility of the Purchaser, the design architect or design engineer, and or contractor to insure that the above designed mixture parameters for compressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for the anticipated environmental, durability, or usage conditions in ACI 318 Chapter 4 andior 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 quotation, when tested and evaluated in accordance with ASTM C172 -99, ASTM C31tC31M -03a (including proper iniba€ curing as per Section 101.2), ASTM C391C39M -01, ASTM C94fC94M -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 ACE 3068 -88 are followed, if and when necessary Additional information can be found in the Limited Warranty for Ready Mix Concrete. In accordance with ASTM C94tC94M -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 -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 Company) is proprietary and confidential and not to be shared or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of Lattimore Materials Company. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest extent of the law. L�1C L,ATTI XL4TERI ALS COMP ANTY, L.P. P.U. Boy. 556 McKinney, TexaS 75070 -0 56 972 -22; -4646 main 972 - 569 -6998 fax , 'A-A v.imcPi.coil Statistical Compressive Strength History Mix Design #1 1851 1 Design compressive strength, f, = 3600 psi !dumber of test results = 1 30 28 day compressive strength standard deviation (s) = 488 psi ACI 318 Table 318 5.3.1.2 modifier = 1 Modified Standard deviation (s) = 488 psi ACI 318 Table 5.3.2.1 fc < 5000 psi (5 1 ) - V = r � +1.34s - 4255 (5 -2) f, = f, + 2.33s - 500 = 4235 psi psi 28 day cylinder average= 1 5783 Ipsi Required ACI 318 strength= 1 4255 psi Test Date Slump Conc. % Air 7 day strength 28 day strength I # b1b0 5110 Temp 2 CyI. 7Avg. Cyl.1 Cyl.2 SetAvg 1 U110HU9 3.gU bb bU50 505U b1b0 5110 5770 2 01/09/09 4.00 76 5.40 4220 4220 5240 5120 5180 3 01109/09 4.00 78 3.00 4730 4730 5540 5740 5640 4 01/12/03 4.75 76 2.75 5100 5100 5590 5840 5720 5 01112/09 3.50 62 4.70 4570 4570 5890 5660 5780 6 01113/09 3.00 60 3.00 5000 5000 5740 6140 5940 7 01/14/09 4.25 69 3.70 4620 4620 6410 6240 6330 8 01/14/09 3.25 64 5.40 4690 4690 5870 5650 5760 9 0119109 3.50 63 3.00 4510 4510 5270 5590 5430 10 01120109 5.00 58 3.60 4870 4870 6240 6000 6120 11 01/20/09 3.75 73 3.20 5820 5820 7190 7190 7190 12 01/23/09 3.00 72 3.00 5170 5170 6620 5950 6290 13 01126109 3.50 58 3.90 5740 5740 6730 6640 6690 14 01130109 3.25 60 5.50 4740 4740 5510 5690 5600 15 02/02/09 3.00 63 3.00 5160 5160 6300 6040 6170 16 02/03109 4.00 65 3.00 4590 4590 5560 5560 5560 17 02104/09 3.50 65 3.50 5090 5090 5640 5520 5580 18 02105109 4.50 68 3.00 4720 4720 5890 5750 5820 19 02/06109 3.50 69 3.50 4740 4740 5750 5830 5790 20 02/06109 3.75 68 3.80 4240 4190 4220 5120 5250 5190 21 02110/09 3.50 78 3.00 4990 4990 6180 6160 6170 22 02/12/09 3.50 64 4.30 4370 4720 4545 5600 5670 5640 23 0212/09 3.50 78 4.00 4740 4740 6150 5720 5940 24 02117/09 4.75 65 5.30 4100 4010 4060 5040 5070 5060 25 02118/09 4.50 73 4.50 3870 3800 3840 5070 5090 5080 26 02/24109 2.50 70 4.50 4330 4120 4230 5140 5200 5170 27 02/27/09 3.50 78 3.00 5170 5170 5590 6260 5930 28 02127/09 5.00 74 4.00 4600 4510 4560 5780 5750 5770 29 03/02/09 3.75 61 5.00 4740 4740 6330 5920 6130 30 03/03/09 3.00 64 4.00 4600 4600 5180 4900 5040 Lattimore Materials Company LMC 1700 Redbud Blvd, Suite 200 McKinney, Texas 75469 972 -221 -4646 (main) 972 -221 -9647 (fax ) "- wvinnr.lattimorematerials_com Gradation Analysis for #57 Coarse Aggregate ASTM C29, C33, C117, 0127 & D75 Date Sampled: 18 -Dec -2009 Sample: 1" x #4 Date ran: 22 -De^ -2009 Source: Hanson - Bridgeport Total dry wt: 63.66 lbs. Location: Bunker Sieve Size (in) Wt. Ret. % Ret. % Pass ASTM C33 #57 Limits 1 -162" 1.500 0 0.0% 100.0% 100% 1" 1.000 1.48 2.3% 97.7% 95 0 !£ to 100 %, 314" 0.750 14.50 22.8% 77.2% - 1/2" 0.500 38.96 61.2% 38.8% 25% to 60c% 318" 0.375 47.36 74.4% 25.6% - #4 0.188 60.30 94.7% 5.3% 0% to 10 °/e #8 0.094 62.12 97.6% 2.4% 0% to 5% PAN - 100% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% 0.010 Absorbtion: ASTM 0117: Specific Gravity: Dry Loose Unit Wt: Dry Rodded Unit Vitt: L.A. Abrasion: 0.100 1.000 Sieve Size (in.) 0.82% .42% 2.68 93.13 lb/ft 105.23 lb /ft 25 10.000 LMC Date Sampled: 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 AST C 29, C33, C117, C128 & D75 16 -Mar -2010 Sample: Spec Date ran: 18- Mar -2010 Source: Rosser Total dry wt: 838.3 grams Location: Stockpile Sieve Size (in) Wt. Ret. % Ret. °J° Pass % Passing ASTM C33 Limits % Retained TxDf 421 3/8" 0.375 0,0 0.0% 100.0% 100% 0% 114" 0.250 0.3 0.0% 100.0% - - #4 0.188 9.0 1.1 1 98.9% 95 to 100%, 0° /c. to 5% #8 0.094 109.5 13.1% 86.9 80 to 100 °Ic, 0% to 20% #10 0.079 138.4 16.5 83.5% - - #16 0.047 220.7 26.3% 73.7 50% to 85% 15% to 50% #20 1 0.033 276.9 33.0% 67.0% - - 430 0.023 351.3 41.9 58.1 25 to 60% 35% to 75 #40 0.017 505.1 60.3% 39.7% - - #50 0,012 692 -0 82.5% 17.5% 5% to 30 65 °iii to 90 #80 0.007 812,8 1 97.0 3.0% - - #100 0.006 824.3 98.3% 1.7% 004' to 10%, 90% to 100% #200 0.003 834.3 99.5% 0.5% 0 °/f: to 3 97 to 100 Fineness Mod.: 2.63 Specific Gravity: 2.65 Dry Loose Unit Wt: 100.87 Dry Rodded Unit Wt: 112.35 lb/ft` Absorbtion: 1.27 1 blft" Product Data Sheet Edition 10.2005 Identification no. 104 Sika AER SikaeAER Air Entraining Admixture Sika AER admixture is a concentrated liquid solution of neutralized vinsol resin. Sika AER meets the requirements of ASTM C-260 for Air Entraining Admixtures. 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. 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 Placeabillity: 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. Dosage rates for Sika AER will typically fall between 0.5 and 1.5 fl. oz./100 lbs, (32 - 97 mi/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 4- 800- 933 -SIKA Qti}!-ti IT? equipment. Add Sika AER to mixing water or sand. Do not mix with dry ce- 601. Delmar Avenue ment. When used in combination with other admixtures, care must be taken to Lyndhurst, NJ 07071 dispense each admixture separately into the mix. 1 r Combination with Other Admixtures: Phone: (5 14) 697.26 10 Combination with other admixtures, particularly water reducers and retarders, Fax: (201) 933 -6225 will tend to increase the amount of entrained air in the mix. Air contents should i � be checked with an air -meter after hatching and dosage adjustments made at www.sika.ca 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 ° - 27 °C) is one year. Typical Data App 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 ad vent i l ation. Remove contaminated clothing. Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant goggleslgiovesiclothing) 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. Glean Up Use personal protective equipment (chemical resistant gogglesigloveslcloth- 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 Sika grants this product for one year from date of installation to be tree from manufacturing defects and to meet the technical properties on the current Technical Data Sheaf if used as directed within shelf lie. User determines suitability of product for intended use and assumes all risks. Buyer's sole remedy shah be limited to the purchase price or replacement of product exclusive of labor or post of labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALLAPPLY INGL UDING ANYWARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDERANY LEGAL THEORY FOR SPECIALOR CONSEQUENTIAL. DAMAGES. SIKA 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. Sika Corporation Sika Canada Inc. 4- 800- 933 -SIKA Qti}!-ti IT? 201 Polito Avenue 601. Delmar Avenue Lyndhurst, NJ 07071 Pointe•asitre, QC FQR 4A9 1 r Phone: (201) 933-8801) Phone: (5 14) 697.26 10 1 . Fax: (201) 933 -6225 Fax (514) 697 -3087 i � www.sikaconstruction.com www.sika.ca Regional information and Sales Cerders. For the location of your nearest Sika representative, mntacl your regional center. U.S': North East Regiow Fairless Hills, PA, phone: (2155) 295.6600 North Cantraf Region: Marion,. OH. Phone: (800) 851 -1545 South East Region: Conyers, GA, Pnone: (7701766.1300 South Central Region: Mesquite, TX. Phone: (872, 289.6480 Western Region', S Mr Santa Fe Spring, CA, Prone: (562) 903-3656 Canada: Ontaric: Mississauga ON. Phone: (805) 795 -3177, Alberta: Eamonton. AE, Pnone: f780) 4W -6111 Gustily Cweftaft n number: Lyndhurst: FN W711(MO400P). FM 70421 (09 9000). MMron: FM W745. Karnes Cay: FM F0107. Wma Fa Spne p z FM BMW Sika a a registered irademark. Male in USA. PrmtW in USA Product Data Sheet Edition 10.2005 Identification no. 161 Plastocrete 161 PlastocreteO 161 Water Reducing Admixture Plastocrete 161 is a lignin polymer-type water-reducing admixture. Plastocrete 161 meets the requirements of ASTM C-494 Types A, 6 and D. Plastocrete 161 is recommended for use in all applications where high quality concrete with superior workability is required. 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- a 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. 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 fi.oz./I 00 tbs. (130-260 ml/1 00 kg) of cementitious materials for normal setting characteristics. Dosage rates of 46 fl.ozJ1 00 tbs. (260-390 ml/1 00 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 Plastoerete 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: Piastocrete 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 ackag i ng Plast 161 is supp in 55 gal 1 208 liter) drums and bulk delivery. Storage and Shelf -life Typical data Appearance Plastocrete 161 should be stored at above 40eF (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 80 °F (1 O °C - 27eC) is one year. Dark Brown liquid Approx. 1.2 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. Avoid direct contact. Wear personal protective equipment (chemical resistant goggles/glovesfclothing) 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. 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. 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 Sika warrants this product for one 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 drecied within shelf life- User determines suitability of product for intended use and assumes all risks. Buyers, sole remedy shag be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESSED OR IMPLIED SHALLAPPLY INCLUDING ANYWARRANTY OF MERCHANTABILITY OR FITNESS FOR APAR71CULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL. THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation 201 Polito Avenue Lyndhurst, NJ 07071 Phone (201) 933.8800 Fax: (201) 933 -6225 www.sikaconstruction.com Sika Canada Inc. 801. Detmar Avenue Pointe- Qaire. QC H9Ritm Phone: (514)697.2610 Fax (514) 697 -3087 www.sika.ca 4 -800- 933 -SIKA (xUALtTy 0 -- I HIVM N� Regional information and Sales Centers. For the location of you! nearest Sika representative, contact your regional center. US.: North East Region: Fairless Hills, PA, Phone: (215) 295 -8600 North Central Region: Marion, OH. Phone: (800) 851 -1545 South East Region: Conyer . C;,,. Phone: (770) 760.1300 South Central Repion: Mesquite TX. Phone: (972) 289 -5480 Western Region: Sarka Sprnn(s, Cf ; Phone: (562) --- Canada; Omarle: Mississauga, ON. Phone: (305) 795.3177, Alberta: Edmonton. AB, Phone: (7803 48G -8111 4ualay Cerhanab— NumtrarG: Lrntltuuet: F# 1 04711 1150 99 0), FM re.C[t (Q$ 40061. kiari— FM 04715. Kamm Ciy: FM 64107, Sarno Fa Sprin4st FM WA06 Silva and Piaiilaaete ere re *fired uadernanlue Made in USA. Printed in USA Product Data Sheet Edition 10.2005 Identification no. 1100-54 Plastiment Plastimente Water Reducing and Retarding Admixture Plastiment is a water-reducing and retarding admixture. Plastiment meets the requirements of ASTM C-494 Types B and D. 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. 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. ■ 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. Dosage rates will vary depending an 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 m11100 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. 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 liter) drums and bulk de livery. Storage and Shelf -life Plastiment should be stored at above 40 °F (5 0 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 (I O'C- 27 °C) i one year. Typical Data Appearance Fiourescent Green Brown liquid. Specific G ravity Approx. 1.2 Caution Skin and eye irritant; avoid contact. The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended. Avoid breathing product Use with adequate ventilation. Remove 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 physi i if symp toms 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 Ska warrants this product for one year from date of atstallation to be free from manufaduring deflects and to meet the technical properties on the current Technical Data Sheer if used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyers sole remedy shall be limited to the Purchase price or replamment of product exclusive of labor or cost of labor. NOOTHER WARRANTIES EXPRESSED OR IMPLIED SHALLAPPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT' BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation Sika Canada Inc. 4- 808- $33 -SIKA CIUALITy 201 Polito Avenue 601. Delmar Avenue Lyndhurst, NJ 07071 Pointe - Claire. X HgR4A9 r F Phone: (201) 933.8800 Phone' (5`14)697-2610 t r r Fax: (201) 933 -6225 Fax (514) 697 -3087 www.sikaco ' nstruction.com www.sika.ca "CNIEVEME Regional htformin ion and Sales Centers. For the location of your nearest Sika representative, Contact your regional center. US.: North East Region: Fairless Hills, PA, Phone: (215) 295 -66DD North Gentraf Region: Manor., OH. Phone: (8W) 851 -1545 South East Region: Conyers. Grp., Phone:: ( 770) 760 -1300 South Central Region: Mesquite, TX. Phone: (972) 289 -8480 Western Region; Same Fe Springs, CA, Phone ( 582) 803-365D Canada: Ontario: Mississauga, ON, Phone: (905) 795 -3177, Alberta: Edmonton, AB, Phone: (780) 486.6111 a„ray c. rmcason Numoem: L1mC5ursc: FM W711 (1909000i. FM m421 fay MOD). Marlon: fns 997". Kansas city: FM ester, amts Fe swim: FM wAc* Sika and Pjesimmr are re fisterm tMoemarks. Made in USA.. Printed r.5 USA. MATERIAL SAFETY DATA SHEET SECTION 1 - CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Percentage of Product Name: Ready Mix Concrete, Pre -Mixed Concrete, Transit Mixed Concrete. Grout Chemical Entity /Ingredient MSDS covers all Concrete Mix Designs prepared by Inland. CAS No: N/A 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 1 mg /m' regulations. Product Code: _..... 1 to 50 Chemical Family: N/A Chemical Name And Synonyms: NIA Formula: This product consists of partland cement, flyash, sand, aggregate, and Water ad mixtures, individual compositions of constituents will vary within the mix design ranges. Supplier /Manufacturer: 1 to 25 Emergency Contact Information: 5 mg /m Crystalline Silica SECTION 2 - COMPOSITIONIINFORMATION ON INGREDIENTS Ready Mix Concrete Ingredients & The Exposure Limits: Current ACIH _TLV for 8 hour Exposure Now Cements and sand and gravel may contain 01% - 60% crystalline silica (CAS No. 14808-60 -7) depending on the proportion and crystalline silica content of the ingredients, All ingredients may contain crystalline silica, Wet stage poses no risk or hazard. October 2004 Ready Mix Concrete Page 1 of 1 Percentage of Total Dust Respirable Bust Chemical Entity /Ingredient GAS No: Mix (Mass (Mass —, Crushed stone or gravel _.- 01060 1 mg /m' 5 mg /ni Sand _..... 1 to 50 10 mglm 5 mg /m' Portland Cement ;. 65997 -15 -1 1 to 25 - -- ._ �.... _.._ _. 10 m Im g _ . _....._.. 5 mglm' .......... - - -- Water Fly Ash 1 to 25 10 mg L 5 mg /m Crystalline Silica 14808-60 7 0 01 to 5 ? M W Now Cements and sand and gravel may contain 01% - 60% crystalline silica (CAS No. 14808-60 -7) depending on the proportion and crystalline silica content of the ingredients, All ingredients may contain crystalline silica, Wet stage poses no risk or hazard. October 2004 Ready Mix Concrete Page 1 of 1 MATERIAL SAFETY DATA SHEET SECTION $ — 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 burns. 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 burns 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 stain 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 burns. 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. (Atso see "Carcinogenic Potential° below,) Respirable exposure to silica in concrete may occur only if concrete is drilled, cut ground or polished. Exposure to concrete dust may cause irritation to the moist mucous membranes of the nose, throat, and upper respiratory system. The dust may also leave unpleasant deposits in the nose. Effects Resulting From INGESTION: Not Applicable Chronic Effects Some individuals may exhibit an allergic response upon exposure to ready -mix concrete. The response may appear in a variety of forms ranging from a mild rash to severe skin ulcers. Persons already sensitized may react to their first contact with the product. Others may first experience this effect after years of contact with ready -mix concrete. Minimizing contact with skin is the basic protection to reduce this exposure. October =4 Ready Mix Concrete P 2 of 2 MATERIAL SAFETY DATA SHEET Carcinogenic Potential Ready Mix Concrete is not listed as a carcinogen by NTP, OSHA, or IARC. It may, however, contain trace amounts of substances listed as carcinogens by those organizations. Crystalline silica, a potential trace level contaminant in portland cement, is found in the aggregate components in varying percentages and is classified by IRAC as a known human carcinogen (Group 1). NTP has characterized respirable silica as "reasonably anticipated to be ja) 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. Unusual or (hyper) sensitivity to hexavaient chromium (chromium ( +6)) salts. SECTION 4 — FIRST AID MEASURES I 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 burns 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 / FIRE FIGHTING MEASURES Flammability: Not Flammable Flash Point: Not Applicable. Lower Explosive Limit: Not Applicable, Upper Explosive Limit: Not Applicable. Auto ignition Temperature: Not Applicable. Sensitivity To Static Discharge: Not Applicable, Sensitivity To Impact: Not Applicable. Extinguishing Media: Not Applicable. Special Fire - Fighting Procedures: None. Hazardous Combustion Products: Not Applicable. Unusual Fire And Explosion Hazards: 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 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 tetrafluoride gas. Silicates react with powerful oxidizers such as fluorine, chlorine, trifluohdes, and oxygen difluoride. 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 alter exposure to dust or wet cement mixtures or fluids. Ready Mix Concrete is premixed at a plant or in a truck mixer drum and delivered to the end user in semi -fluid state ready to be placed to set in final form. SECTION 8 - EXPOSURE CONTROLSIPERSONAL PROTECTION Eve Protection: Safety glasses with side shields, or goggles, should be worn when engaged in activities where cement dust, wet cement, or concrete could contact the eye. In extremely dusty environments and unpredictable environments, wear unvented or indirectly vented goggles to avoid eye irritation or injury. Contact lenses should not be worn when working with ready 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 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 with a pH- neutral soap, Wash again at the end of workday. If irritation occurs, immediately wash the affected area and seek treatment, Clothing saturated with wet concrete should be removed immediately and replaced with clean, dry clothing. Do not allow clothing saturated with wet concrete to remain in contact with skin for any period of time October 2004 Ready Mix Concrete Page 4 of 4 MATERIAL SAFETY DATA SHEET Respiratory Protection: Avoid actions that cause dust to become airborne. Use local or general ventilation to control exposures to below applicable exposure limits. Use NIOSH /MSHA- 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 (H20 =1.0): Coeff. Water /Oil Dist.: gray fluid / hydraulic mixture Not applicable Not applicable. Not applicable. Not applicable. Not applicable. 3.15 Not applicable. Odor: Physical State: pH: Vapor Pressure Boiling Point: Melting Point: Evaporation Rate: No distinct odor. Solid (powder). 12 to 13 Not applicable. Not applicable (i.e., >1000"C) Not applicable. 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 throat. Effects Of Chronic Exposure: Dust from concrete can cause inflammation/irritation of the tissue lining the interior of the nose and the cornea (white) of the eye. SECTION 11 - ECOLOGICAL INFORMATION Ecotaxicity: 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. October 2004 Ready Mix Concrete Page 5 of 5 MATERIAL SAFETY DATA SHEET SECTION 13 -TRANSPORT INFORMATION Hazardous materials description; Heady Mix Concrete is not hazardous under the TDG Act proper shipping name: (Canada) or DOT regulations (USA) Hazard Class: Not applicable. Identification Number: Not applicable. Required Label Text: Not applicable. Hazardous substancesireportable quantities (RO): Not applicable. I SECTION 14 - REGULATORY INFORMATION i Status under USDOL -OSHA Hazard Communication Rule, 29 CFR 1910.1200 — Ready Mix Concrete is considered a "hazardous chemical' under this regulation and should be part of any hazard communication program. Status under CERCLA/Superfund. 40 CFR 117 and 302• Not listed. Hazard Category under SARA fTitie 111). Sections 311 and 312• Ready Mix Concrete qualifies as a 'hazardous substance" with delayed health effects. Status under SARA (Title III }. Section 313• Not subject to reporting requirements under Section 313_ SECTION 15 - REGULATORY INFORMATION (CONTINUED) Status under TSCA (as of May 1837); 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' subjecl to statutes promulgated under the subject tact. Status under California Proposition 65: This product contains chemicals (trace metals) known to the State of California to cause cancer, birth detect~, or other reproductive harm California taw 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 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 MSDS requirements of the Workplace Hazardous Materials information System (WHMIS). 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 knowiedgeabie 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 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 P age 7 of Limited Warranty for Ready Mix Concrete Original Concrete Nirchaser : lRl PA''L%"G LP, PO BOY 39934, D ALL A S =—IS 752 29 Project and /or Property: BETHEL RO_ II, COPPELL Concrete mixture design # : #1851(H U \-D P-'wLN(:'') THIS LIMITED WARRANTY SUPERCEDES AT I PRIOR WARRANTY COVERAGE Lattimore 2daterials Company, L.P. ("111C ") hereby extends to the Purchaser of its supplied ready -niix concrete a limited ts°arranty for the ready -rout concrete ' design against specific performance deficiencies subject to the terms and conditions set forth below. L2%1C shall -- arrant that, for a period of one (1) Sears, beginning on the date of concrete placement at the original delivery location (" Warrant Period"', L11C will remedy, repair, or replace noel- confouning concrete as provided in this Limited V`arranty. The liability of 1140 under this Limited W arranti• shall be limited to the renneds, repair, or replacement of said non - conforming concrete as provided in dnis Limited Warranty and LNIC's total liability shall not exceed the direct expense associated Rrith remedy, repair, of replacement of said non- conforming concrete. 1 has no knowledge or authority regarding where this concrete mittuue(s) is /are to be placed, therefore it is the direct responsibility of the Purchaser, the project architect or engineer, and or conaactor to insure that die above designed miscue parameters for compressive strength, mixture proportions or ratios, and other required performance paraneters are appiopriate for the anticipated ennvironmental, durability, or usage conditions in ACI 318 Chapter 4 and /or the relevant local building codes. PLEASE READ CAREFULLY THE SCOPE AND TERMS OF YOUR LIMITED WARRANTY During the term of this Limited XX'arranry, and subject to the terms and conditions listed herein, IINIC warrants the supplied reads -tic concrete mixture designs which LI41C guarantees will achieve the specified compressi --r strength, or other performance properties of the concrete stated in the Contract Documents, as were made available at the time of quotations, when tested and evaluated in accordance with ASTbi C1 ?2 - 99, AST:�1 C31 /C31i\i -03a (including proper initial cuuirhg as per Section 10.1?), ASTM C39/C39i1I -01, AS1 C94/C9431 - 07, or other standard test methods indicated in the Contract Documents that were necessary to vetift the additional performance properties of the concrete, and when the recommended procedures for placement and curing of the in -place conhcretc, of those specifically outlined in ACI 3058 -99 and ACI 306R -68 are followed, if and when necessary This Will also serve as a Linhited Warranty that the compressive strength, or other performance properties of the concrete as specified in the original Contract Documents for the concrete supplied to the project, --1 meet or exceed those iequirements during the one (1) year Warranty Period from when the concrete nas originally supplied to the Purchaser. The Limited 1X arranz. applies only to the original Purchaser of the supplied reads- -mix concrete. LIMITATIONS This Limited W'arrancy and guarantee does not and -will not cover any claims or liabilities related to the follasving items, which are expressly excluded from the coverage provided by this Limited `C'arranty: 1. Drying shrinkage cracking, plastic shrinkage cracking, or othei cracking or cracking process. LAL IC guarantees that concrete Will crack as a normal function of the materials, due to normal processes of expansion and contraction, and because of environmental conditions that are outside of the control of L11C. 2. Concrete surface defects of imperfections. 3. Aesthetic blemishes of discolmations in the concrete. 4. Deterioration to the concrete as a result of improper, incorrect, or poor finishing practices. 5. Defects caused by normal wear and tear. 6. Materials contained within the concrete that are within allowable limits according to ASTl1 C33 -03, ASTI4i C94/C941%1 -07. AST1i C150 -07, AST1i C260 -01, ASnt I C494/C494Ii1 -01, AST-1f C618 -03, ASTA -% Cl "157 - 03, and AST C1602/C160281 - 06. Punitive damages. 8, Incidental or consequential damages resulting from a defect covered by this Limited 1Z %arianry, including but not limited to, loss of usage, inconvenience of damage to persons or properm LNiC Puke . l of Lattimore Materials Company, L.P. Limited Warranty for Ready Mix Concrete 9. Damage of deterioration that occurs to the concrete as a result of improper or incorrect structural design, soil instability or movement. 14. Dantage caused by xveather conditions, acts of God or acts of nature, including but not limited to the following conditions: [rind storms, wind driven w=ater, floods, hail, lightning, fallen trees, earthquakes, explosions, tire, eater escape, changes in underground Crater table, water seepage, land settlement, sinkholes, or site conditions. 12. Items that are covered by a manufacturer's vmrranty. 12. Any deficiencies or non - conformities in the reads- -mix concrete mixture design not formalb reported to LP IC within the one (1) year Warranty Period. 13. The use of salt, chlorides, or other chemicals on concrete surfaces will cause permanent damage and may result in the need to replace such surfaces. LAIC will not be responsible for darnage caused by the use of salt, chlorides, other chemicals agents, or autiskid substances on concrete surfaces. 14. Delamination on the concrete surface due to water added during finishing, hard trowel application to air - entrained concrete, or delayed bleed water production due to eitlier - weather conditions such as changes in temperature or relative humidity. IMC MAKES NO OTHER WARRANTY, EXPRESSED OR IMPLIED, WRITTEN OR ORAL, OTHER THAN THOSE SET FORTH IN THIS LIMITED WARRANTY (INCLUDING, WITHOUT LIMITATION, WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR WORKMANSHIP). THE WARRANTIES CONTAINED HEREIN ARE PERSONAL TO THE ORIGINAL PURCHASER OF THE SUPPLIED READY-MIX CONCRETE AND ARE NOT TRANSFERABLE OR ASSIGNABLE. NO PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR ASSUME ANY OTHER LIABILITY EXCEPT BY WRITTEN STATEMENT SIGNED BYAN OFFICER OF I-MC. ORIGINAL PURCHASER OF THE SUPPLIED READY -MIX CONCRETE DOES HEREBY EXPRESSLY WAIVE ANY OTHER WARRANTY. The placing and finishing of the supplied ready -mix concrete are not within the control of LINIC mid are., therefore, not considered manufacturing or design defects, or reacly-mix concrete mi-ctuure design deficiencies. Furthermore, this Limited W'arrantr will not cover any conditions or issues arising as a consequence of water added to LiMC supplied ready -mi-x concrete after the concrete has been brought to its required slump subsequent to transit, which may adversely affect the concrete, and may prevent the concrete from achieving the specified compressive strength, or other performance regturements stated in the Contract Documents. Additiorm illy, this Limited W=arm- will not cover any other products added to Lr4IC supplied reads -mix concrete after the concrete has arrived on site that may adversely affect the concrete, or may prevent the concrete from achieving the specified compressive strength, or other performance requirements stated in the Contract Documents. L iIC's PERFOR1%L•iNCE In the event there are any deficiencies in the mixture design of the supplied ready -mix concrete within the one (1) year Warranty Period, the original Purchaser shall promptly give L&IC written notice of the deficiencies, and I.MC shall have the opportunity to inspect, remedy, replace, or repair the non- conforming concrete whose performance properties as indicated in die original Contract Documents are adversely affected by the identified and verified concrete mixture design deficiencies. Failure by the original Purchaser to give 124C written notice of non - conforming concrete, and/or the failure by the origiral Purchaser to give LNIC the opportunity to inspect, replace, repair, or remedy the said defective material, shall constitute a waiver by the original Purchaser of any claim by the original Purchaser for the ton- confornming concrete. Any repair or replacement shall not extend the xvarrann7 tern. In the event not- conforming ready -mix concrete is to be remedied, repaired, or replaced pursuant to this Limited Warranty, such work will be performed bT LNIC or at its direction. Under no circumstances will LAIC make reimbursement for remedy, repair, or replacement cost incurred by the Purchaser or army other person unless costs were approved by LAIC in w ritiug prior to incurrence. The original Purchaser must provide L-MC or its designee access to die Property- during normal weekday business hotus to perform its obligation under this Limited V`arranty. Failure to provide such access will relieve Li IC of its obligations. Acceptance of the concrete upor- arrival at the point of delivery constinttes acceptance of this Limited Warranty. LMC Pale 2 of 4 Lattimore Materials Compant. L.P. Limited Warranty for Ready Mix Concrete SUBMISSION OF CLiIIfS TO L- IC If the original Purchaser has a compliant, the original Purchaser must send a clear and specific written complaint to I— IC prior to the time the LC-arranry Period expires, to the following address: ATT-N: Paul Rouse Tice- President Lattimore Materials Company, L.F. 15900 Dooley Road Addison, Texas '001 LMC Page 3 of 4 Lattimore Materials Company. L.P. Limited Warranty for beady Mix Concrete GENEK-1L PROVISIONS This Limited Wmantr is not effective until UIC receives the entire sales price of the concrete supplied to die original Ptn However, failure by the original Purchaser w pay. or other delay- in L\IC receiving, the entire sales price shall not extend the commencement date of the W"arrantr Period. In the went that for any reason one or more of the provisions of tins Limited \Vasranty are held to be im-alid, illegal or unenforceable, such invaliditz•, illegality- or unenforceabihin- shall not affect any other provision of this Limited lz?arranm This Limited Warranty shall be interpreted as if the invalid, illegal or unenforceable provision had never been contained in this Limited Warratm. It is understood that L IC is engaged to perfonn services under the Contract Documents as an independent contractor and not as an agent of the original Purchaser. The lairs of the State of Te_tas shall govern this Lunited Warrants and a court located in Collin County, Texas must resolve any claim or dispute arising there fiom. _ AMEND- MEN This Limited Warranty- agreement cannot be changed or altered in anyway, By: Date: Iulr 19. 2010 Paul Rouse Tice- President, Lattimore Materials Company, L.P. 15900 Dooley Road Addison- Texas 75001 LMC Page 4 of 4 Lattimore Materials Company, L.P.