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Founders Crossing- LR150415ITTAL NO APPROVED APPROVED AS NOTED AMEND AND RESUBMIT Review is for General compliance with the contract documenm CorreCtiOns and/or comments made per this review do not relieve the Sub conti-actorlVendor from compliance with requirements of drawings or specifications, No responsibility is assumed for OTMChIcss of dimensions, details and/or quantitie% ,rhe SubcontractorNendor shall complete and confinn all dimensions at the site, The SubcootractorNendor is responsible 1 -or fabrication processes RRd techniques of construction and execution of his work with all other trades and performing his w=orsat'c and satislact Omer," Ina !� '77 BY. D YE April 14, 2015 To: Pennington Concrete Project: Founders Crossing; Coppell, TX The following mixture(s) are submitted in accordance with ACI 318 Chapter 5, proportioning on the basis of field experience or trial mixtures; Mixture Code Description Intended Use 5172 5.5SK/3600PSI W/AIR Paving & Walks OR 5175 6SK/3600PSI W/AIR Paving & Walks Charley's Concrete guarantee of strength per ASTM C94 is provided all field samples are in accordance with ASTM C172 and ASTM C31 and laboratory testing complies with ASTM C39 and ASTM C1077. Charley's Concrete will guarantee the strength performance of the concrete mixtures submitted when placed with ambient temperatures between 40'F and 100'F provided plastic properties are not exceeded and concrete is placed within 90 minutes of batch time. This temperature and time range does not supersede project specifications. All concrete should be placed and cured in strict accordance with ACI guidelines for hot and cold weather concreting and may require the addition of ice during hot weather placements(at the customer's request). During cold weather placements all concrete surfaces should be protected for a minimum of 24 hours to allow concrete to attain a compressive strength of 500 psi. ACI 304.2R "Placing Concrete by Pumping Methods" states that the inside diameter of the hose should be a minimum of 3 times the maximum aggregate size in the mixture. It is recommended to minimize or eliminate the free fall of concrete to prevent segregation and to avoid the loss of air. Boom configurations may require adjustments to the concrete mixture. We appreciate the opportunity to be of service to your company. Please forward any engineer comments and approvals to our office. We also request you add Charley's Concrete to the distribution list for all laboratory test results for review and to monitor performance and compliance with project requirements. If you have any questions or comments regarding this matter feel free to contact our office at your convenience. Charley's Concrete Co., Ltd. Basis for Mix Design (Check One) Laboratory Mix Historical Mix * ASTM C94 Standard Specification for Ready -mixed Concrete states "When the concrete strength is used as a basis for acceptance the manufacturer shall be entitled to copies of test reports." ** Any water added to this concrete resulting in excess of specified slump or water/cement ratio can result in strength loss and concrete damage and is at the customer's risk Please send reports to the address listed above or email totan �a(a�charieysconcrete.cozn Charley's Concrete PO Box 1106 Keller, TX 76244 Office - 817.431.2016 � Fax - 817.431.5337 �A� is Chore Date: 4/14/2015 Contractor: Pennington Concrete Project: Founders Crossing Project Location: 531 Bethel Rd, Coppell Intended Use: Paving & Walks Mix Design: 5172 Mix Specifications Min 28 Days Strength: 3600 psi Fly Ash C 0% Slump: 4" f 1" Air: 4.5%+/- 1.5% Other: Material Type Weights SSD Source Abs Volume Cement ASTM C-150 TYPE 1 517 lb/yd3 Texas Lehigh 2.63 Fly Ash ASTM C-618 TYPE C lb/yd3 Fly Ash Direct 0.00 Coarse Aggregate - 1" ASTM C-33 #57 1850 lb/yd3 Hanson 11.06 Coarse Aggregate - 3/4" ASTM C-33 #67 lb/yd' Tri County 0.00 Peagravel - 3/8" ASTM C-33 #8 lb/yd3 Trinity 0.00 Fine Aggregate ASTM C-33 1305 lb/yd3 Trinity 7.95 Admixture - Polyheed 900 ASTM C-494 TYPE A 6 - 12 oz/cwt BASF (MRWR) Admixture ASTM C-494 TYPE oz/cwt Admixture - Master Air 90 ASTM C-260 .25-4 oz/cwt BASF 1.35 Water/Cement Ratio 0.48 250 lb/yd3 4.01 152.9 lbs/ft 3 Air -free Density 27.00 Basis for Mix Design (Check One) Laboratory Mix Historical Mix * ASTM C94 Standard Specification for Ready -mixed Concrete states "When the concrete strength is used as a basis for acceptance the manufacturer shall be entitled to copies of test reports." ** Any water added to this concrete resulting in excess of specified slump or water/cement ratio can result in strength loss and concrete damage and is at the customer's risk Please send reports to the address listed above or email totan �a(a�charieysconcrete.cozn Charley's Concrete Mix No.: 5172 Strength: 3600 Agg. Size: 1" Charley's Concrete Co., Ltd. Contractor: various Job: various Lab: various Date Temp. Slump Air % 7 Day 7/29/2014 85 4.5 3.9 2900 7/30/2014 90 5 3.1 3980 8/1/2014 85 3.5 4 3640 8/1/2014 82 4.5 3.5 3590 8/1/2014 84 5 4.3 3550 8/1/2014 86 5 3.8 3080 8/2/2014 '83 5.5 3.7 3890 8/2/2014 80 5.5 4 3840 8/2/2014 81 6 3.9 3620 8/2/2014 83 5.5 3.9 3650 8/2/2014 82 5.5 3.8 3580 8/2/2014 79 5 4 3000 8/11/2014 90 5.5 3.4 3280 8/26/2014 96 4.5 4 3690 9/5/2014 92 4.5 3.5 3470 9/17/2014 90 4.5 3.7 4400 10/7/2014 86 4.5 3.7 4210 10/7/2014 82 5.75 3.9 4360 10/7/2014 83 6 3.5 4180 10/10/2014 80 5 5.2 3590 10/10/2014 83 3.5 3.2 3960 10/10/2014 83 4.5 5.3 3720 12/2/2014 50 5 5 3560 12/10/2004 57 6 4.1 3870 1/12/2015 57 4 3.2 5070 2/18/2015 62 4.5 3 3490 2/19/2015 49 5 4 3710 2/19/2015 52 5.5 4.6 3110 2/19/2015 51 5 4.2 3680 2/19/2015 60 6 5 3640 Standard Deviation: 533 Average Strength: 5010 No tests ACI 5.3.2.1 Required average strength. (1) 4314 psi (2) 4342 psi 28 Day 3 Consecutive 28 Day 28 Dav Average Average 4080 4310 4195 4292 5390 5160 5275 4627 4520 4690 4605 4692 4460 4360 4410 4763 4860 4680 4770 4595 4110 4150 4130 4437 4920 4940 4930 4610 4800 5230 5015 4692 4880 4960 4920 4955 4910 4930 4920 4952 4730 5030 4880 4907 4650 4750 4700 4833 4530 4340 4435 4672 4690 4710 4700 4612 4730 4720 4725 4620 5820 5790 5805 5077 5540 5530 5535 5355 5520 5490 5505 5615 5520 5630 5575 5538 4970 5120 5045 5375 5510 5580 5545 5388 5170 5250 5210 5267 5010 4820 4915 5223 5180 5160 5170 5098 6850 6600 6725 5603 4430 4230 4330 5408 5000 4910 4955 5337 4670 4830 4750 4678 5480 5330 5405 5037 5160 5250 5205 5120 Charley's Concrete Co., Ltd. Basis for Mix Design (Check One) Laboratory Mix Historical Mix VIV * ASTM C94 Standard Specification for Ready -mixed Concrete states "When the concrete strength is used as a basis for acceptance the manufacturer shall be entitled to copies of test reports." ** Any water added to this concrete resulting in excess of specified slump or water/cement ratio can result in strength loss and concrete damage and is at the customer's risk Please send reports to the address listed above or email to tan=aO)charleys oncrete.coln Charley's Concrete PO Box 1106 Keller, TX 76244 Office - 817.431.2016 ��Ig Fax - 817.431.5337 g{ ip ygg Date: 4/14/2015 Contractor: Pennington Concrete Project: Founders Crossing Project Location: 531 Bethel Rd, Coppell Intended Use: Paving & Walks Mix Design: 5175 Mix Specifications Min 28 Days Strength: 3600 psi Fly Ash C 0% Slump: 4" + V Air: 4.5% +/- 1.5% Other: Material Type Weights SSD Source Abs Volume Cement ASTM C-150 TYPE 1 564 lb/yd' Texas Lehigh 2.87 Fly Ash ASTM C-618 TYPE C lb/yd3 Fly Ash Direct 0.00 Coarse Aggregate - 1" ASTM C-33 #57 1850 lb/yd3 Hanson 11.06 Coarse Aggregate - 3/4" ASTM C-33 #67 lb/yd3 Tri County 0.00 Peagravel - 3/8" ASTM C-33 #8 lb/yd3 Trinity 0.00 Fine Aggregate ASTM C-33 1255 lb/yd3 Trinity 7.65 Admixture - Polyheed 900 ASTM C-494 TYPE A 6 - 12 oz/cwt BASF (MRWR) Admixture ASTM C-494 TYPE oz/cwt Admixture - Master Air 90 ASTM C-260 .25-4 oz/cwt BASF 1.35 Water/Cement Ratio 0.45 254 lb/yd3 4.07 152.9 lbs/ft3 Air -free Density 27.00 Basis for Mix Design (Check One) Laboratory Mix Historical Mix VIV * ASTM C94 Standard Specification for Ready -mixed Concrete states "When the concrete strength is used as a basis for acceptance the manufacturer shall be entitled to copies of test reports." ** Any water added to this concrete resulting in excess of specified slump or water/cement ratio can result in strength loss and concrete damage and is at the customer's risk Please send reports to the address listed above or email to tan=aO)charleys oncrete.coln Charley's Concrete Mix No.: 5175 Strength: 3600 psi Agg. Size: 1" Charley's Concrete Co., Ltd. Contractor: various Job: various Lab: various Date Temp. Slump Air % 7 Day 12/8/2014 57 4 4 5570 12/8/2014 59 5 3.9 5540 12/8/2014 59 5 4.3 4110 12/8/2014 65 5.25 4.1 4750 12/13/2014 74 5 3.6 5240 12/13/2014 75 4.75 4.2 5110 12/13/2014 71 4 4.1 5500 12/13/2014 74 5 4.4 5470 12/13/2014 73 4 3.9 5730 12/13/2014 72 5 4.2 5650 12/13/2014 72 5 3.9 4390 12/13/2014 73 4.75 3.5 4530 12/16/2014 62 4 4.5 5220 12/16/2014 61 3.5 4.5 5070 12/16/2014 58 4.5 4 4540 12/16/2014 58 3.5 4 5720 12/16/2014 58 4.5 4 5510 12/16/2014 57 5 4.5 4320 12/16/2014 58 4 4 4920 12/16/2014 60 4 4.5 5150 12/16/2014 60 4 4.5 5150 12/16/2014 58 3.5 4 5720 12/22/2014 70 6 3.5 4510 1/12/2015 47 5.5 3.1 5730 1/17/2015 58 3.5 3.9 4710 1/21/2015 64 5 3 5320 1/26/2015 59 5.5 3.8 4120 1/27/2015 86 3 3.7 5780 1/28/2015 73 3 3.1 4390 2/3/2015 55 4 3.5 5400 Standard Deviation: 601 Average Strength: 6341 No tests 30 ACI 5.3.2.1 Required average strength. (1) 4406 psi (2) 4501 psi 28 Day 3 Consecutive 28 Day 28 Day Average Average 6570 6670 6620 6482 6540 6480 6510 6642 5230 5380 5305 6145 5550 5540 5545 5787 6980 6750 6865 5905 6930 6950 6940 6450 6820 6810 6815 6873 7000 7170 7085 6947 6800 7050 6925 6942 6580 6970 6775 6928 5570 5790 5680 6460 5440 5770 5605 6020 6570 6410 6490 5925 6350 6380 6365 6153 5810 5660 5735 6197 6960 6890 6925 6342 6760 6610 6685 6448 5370 5340 5355 6322 6110 5780 5945 5995 6260 6180 6220 5840 6260 6180 6220 6128 6960 6890 6925 6455 5660 5690 5675 6273 6870 6990 6930 6510 6170 6550 6360 6322 6850 6700 6775 6688 5170 5170 5170 6102 6910 7340 7125 6357 5830 5890 5860 6052 6780 6820 6800 6595 RESULT OF TESTS Chemical Analysis(%) -ASTM C 114 PHYSICAL TESTS Sio, 20.6 Fineness, specific surface - M2 /kg Al2O3 4.5 Fe2O3 3.1 Blaine(ASTM C204) 393 MgO 1.2 SO3 2.9 Exp.(%) -ASTM C 151 -0.01 LOI 2.5 Insol. Residue 0.36 Time of Set (Vicat) -ASTM C 191 Initial (Minutes) 105 Na2O Equiv. 0.54 Final (Minutes) 205 Min. 0.49% Max. 0.59% Air Content(%) -ASTM C 185 9 % CO2 from Limestone 1.3 Compressive Strength, psi Limestone % 3.6 (ASTM 0109 Mortar Cubes): CaCO3 % in Limestone 80.7 1 -Day 1940 Potential Compounds(ASTM C150) CA 7 3 - Day 3420 Inorganic Processing Addition 7 - Day 4860 Type Rockwool Slag Amount (%) Range 0.0 to 5.0% 28 -Day 6710 SiO2 (%) 39.88 Al2O3 (%) 9.37 Fe2O3 (%) 5.05 CaO (%) 28.75 SOA %) 1.61 We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements of the current applicable specifications ASTM C150 and AASHTO M85. Cement analysis are reported as oxides, in accordance with ASTM Test Method C114. Silicon dioxide (SiO2) is present in the combined state as the compounds tricalcium silicate and dicalcium silicate, and not crystalline silica. The above data represents the average of mill samples from the production stream. Inorganic processing additions have been interground in accordance with ASTM C-465. The average composition of this processing addition can be found listed above. Compliance documents for this processing addition are available upon request. QC Manager: �Vff� Date: February 6, 2015 Jim Jarl FAX: (512) 295-2431 [lab] / (512) 295-3102 [accounting] Lab Office: (512) 295-9241 a - ns 11-latisou Aggregates Southwest Region Technical Services Lab 1000 N. MacArthur Blvd. Grand Prairic,'I'X 75050 Tel. 972-260-36-16 Fax. 972-260-3655 MATERIALS ENALUATION Coarse Aggregates Source: Hanson @ Bridgeport (Perch -Hill) Plant Technical Services 11777 Type: ASTM [#5'7(I"-#4) CroshedLig eStone Report: 2015-777 Lab NQ TS -Weekly- 15 Date: 02-28-15 Date: Received: 02-01-15 ASTM TEST TEST ASTM C-33 METHOD DESCRIPTION RESULTS Specificatioll C-136 2" Sieve 100 % Passing -------- C- 136 1-11?„ Sieve 100 % Passing 100 C-136 I„ Sieve 99 %Passing 95-100 C-136 1/4" Sieve 80 % Passing, — ------ C- 136 1/2" Sieve 45 % Passing 25-60 C-136' 3/8" Sieve 34 % Passing — C-136 flit Sieve 9 % Passing 0-10 0-136' #8 Sieve 2 % Passing 0-5 C-136 #16 Sieve 2 % passing ------ — C-111 Decant #200 Sieve Washed) 1,38 % Passing 1.5% Max, C-127 Relative Bulk Specific Gravity, SSD 2.66' ) C- 127 Relative Bulk Specific Gravity, Dry 2.632 C-127 Absorption, 1.0 % C-29 Unit Weight (Dry Roddod), 104,4 Lbs/Cur.Ft, C-29 Unit Weight (Dry Loose), 94.1 Lbs/Cu,ft C-29 Voids Content (Dry Rodded), 383 % C-131 L.A� Abrasion, 24,1 % Loss 50% Max, C-1260" Potential Alkali Reactivity ol'Aggregates, 0.03 % Exp. OJ % Max C-88 Soundness by Sodium Sulfate (5 cycles), ...... 2,30 % Loss 12% Max. C-88 Soundness by Maglies](1111 Sulfate (5 cycles), 3,90 % Loss 18% mm C-123 Light Weight Pieces, 0.01 % 05% Max, C-142 Clay Lumps and Friable Particles, 0,01 % 3.0% C-25 Calcium Carbonate EQV, 96,0 % C-25 Acid Insoluble Residue, 4.0 % D-4791 Flat Particles 4,1 % W D-4791 Elongated Particles 3A "/a A Note: - Hanson Product Code TX -1'26 Vartan Babakhanian, P.E. Technical Services Lab Manager Ow lettQrs, rumlynis and reporis are for the, exclusive use of the client to whom they are addressed, apply only to the samples tested audlm inspected mrd are not nccessarily indicative ofthe qualities ofapprently ftlenlicil or sionlar prodocts, Tits report shall not be Teproduced except in full and Willi the written approval offlANISON, PLC, Trinity Materials Laboratory Testing This material (Paradise -1390) was sampled under ASTM D-75 on 3/6/15. The sample was reduced under ASTM C-702. This test was preformed under ASTM C-136, C-29, C-128 & D-2419. This product from Trinity Materials is in tolerance according to ASTM C-33. Summary of Results: Concrete Sand Sieve Weight Percent Percent Specifications Size lRetained Retained Passing % Passing #4 2.0 0.4 99.6 95-100 #8 82.4 15.3 84.7 80-100 #16 194.0 35.9 64.1 50-85 #30 267.2 49.5 50.5 25-60 #50 385.4 71.4 28.6 5-30 #100 529.0 98.0 2.0 0-10 #200 538.0 99.6 0.4 O -q Pan 540.01 100.1 0.01 Sand Equivalency = 91.3 % Specific Gravity = 2.60 F.M. = 2.70 Unit Weight =109.0 lbs. pef Absorption =1.2 % Sincerely, Quality Control Manager Trinity Materials Inc. 3/9/15 vN m BASF s�� F The Chemical Company on% ft R 9'0 V %J 11L AV V V M g avc3l t e r a AN -Maate a do Formerly PolyHeed 900* t workability and hanced finishing eristics. It is especially when used in lean e mixtures and/or e with manufactured lasterPolyheed 900 494/C 494M requirements for Type A water -reducing Applications Recommended for use in: where superior workability, pumpability and finishability qualities are desired, in particular, flatwork, pumped concrete and pervious concrete IN Concrete containing manufactured sand and harsh concrete mixtures 03 30 00 3 03 40 00 03 70 00 Cast -in -Place Concrete Precast Concrete Mass Concrete Features Provides excellent workability of plastic concrete Reduced water content for a given level of workability 111 Provides up to 15% water reduction Can be used in a wide variety of concrete mixtures as a Type A admixture Provides faster setting compared to conventional water -reducing admixtures � f No Enhanced strength and durability properties of concrete • Reduces effort required to finish • Lowers in-place cost • Increases service life of structures Performance Characteristics Setting Time: Concrete produced with MasterPolyheed 900 admixture sets faster than concrete treated with a conventional water -reducing admixture when used at higher dosages to achieve mid-range water reduction. Compressive Strength: Concrete produced with MasterPolyheed 900 admixture achieves higher compressive strength at an early age compared to plain concrete and concrete mixtures produced with a conventional water -reducing admixture. Mixture Data: 517 Ib/yd3 (307 kg /M3) of Type 1/11 cement; slump 6 in. (150 mm); non -air - entrained concrete; admixture dosage adjusted for 9-10% water reduction. Setting Time (h:min) _ Mixture Initial Set Difference Reference 5:00 — Conventional Water Reducer 6:12 +1:12 MasterPolyheed 900 admixture 5:18 +0:18 ENUANKIWIM Compressive Strength, psi (MPa) Mixture 1 -Day 7 -Day 28 -Day Plain 1540 (10.6) 3800 (26.2) 5260 (36.3) Conventional Water Reducer 1890 (13.0) 4460 (30.8) 5820 (40.1) MasterPolyheed 900 admixture 2030 (14.0) 4370 (30.1) 5950 (41.0) Note: The data shown are based upon controlled laboratory tests. Reasonable variations from the results shown here may be experienced as a result of differences in concrete making materials and jobsite conditions. Dosage: The recommended dosage range for MasterPolyheed 900 admixture is 3 to 15 fl oz/cwt (195 to 980 mU100 kg) of cementitious materials for most concrete mixtures. A dosage range of 5 to 8 fl oz/cwt (325 to 520 m V 100 kg) is typical for most Type A applications and up to 15 fl oz/cwt (980 mUl00 kg) for mid-range water -reducing requirements. Because of variations in concrete materials, job site conditions, and/or applications, dosages outside of the recommended range may be required. In such cases, contact your local sales representative. Mixing: For maximum working time, the addition of MasterPolyheed 900 admixture should be delayed during the batching process. Corrosivity — Non -Chloride, Non -Corrosive: MasterPolyheed 900 admixture will neither initiate nor promote corrosion of reinforcing or prestressing steel embedded in concrete or of galvanized steel floor and roof systems. Neither calcium chloride nor other chloride -based ingredients are used in the manufacture of MasterPolyheed 900 admixture. Compatibility: MasterPolyheed 900 admixture is compatible with most admixtures and can be used in combination with other BASF admixtures, unless stated otherwise. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. BASF Corporation Admixture Systerns www.master-builders-solutions.basf.us Technical Data Sheet Storage Temperature: MasterPolyheed 900 admixture should be stored between 35 and 105 OF (2 and 41 °C). If MasterPolyheed 900 admixture freezes, thaw at 40 OF (5 °C) or above and completely reconstitute using mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterPolyheed 900 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterPolyheed 900 admixture has been exceeded. Packaging MasterPolyheed 900 admixture is supplied in 55 gal (208 Q drums, 275 gal (1040 Q totes, and by bulk delivery. Related Documents Safety Data Sheets: MasterPolyheed 900 admixture For additional information on MasterPolyheed 900 admixture or its use in developing concrete mixtures with special performance characteristics, contact your local sales representative. The Admixture Systems business of BASF's Construction Chemicals division is the leading provider of solutions that improve placement, pumping, finishing, appearance and performance characteristics of specialty concrete used in the ready -mixed, precast, manufactured concrete products, underground construction and paving markets. For over 100 years we have offered reliable products and innovative technologies, and through the Master Builders Solutions brand, we are connected globally with experts from many fields to provide sustainable solutions for the construction industry. page 2 of J *fiA Ell BASF warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. Any claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out by qualified experts. ' Polyheed 900 became MasterPolylieed 900 under the Master Guilders Solutions brand, effective January 1, 2014. BASF Corporation 2014 a 01114 0 PRE -DAT -0079 Technical Data Sheet BASFCorporationUnited States - Canada 23700 Chagrin Boulevard 1800 Clark Boulevard Aiknixtune Sysl,(' 11rnS Cleveland, Ohio 44122-5544 Brampton, Ontario L6T 4M7 www. master- builders-solutions,basf.4t3 Tol: 800 62£3-9990 SO Fax: 216 839-8821 Tel: 800 387-5862 0 Fax: 905 792-0651 page 3 of 3 I'M in BASF The Chemical Company 3 Air -Entraining Admixture Formerly MB -AE 90* 03 30 00 Cast -in -Place Concrete 03 40 00 Precast Concrete 03 70 00 Mass Concrete Description Features MasterAir AE 90 air- M Ready -to -use in the proper concentration for rapid, accurate dispensing Benefits • Improved resistance to damage from cyclic freezing and thawing • Improved resistance to scaling from deicing salts Cl Improved plasticity and workability • Reduced permeability — increased watertightness • Reduced segregation and bleeding Concrete durability research has established that the best protection for concrete from the adverse effects of freezing and thawing cycles and deicing salts results from: proper air content in the hardened concrete, a suitable air -void system in terms of bubble size and spacing, and adequate concrete strength, assuming the use of sound aggregates and proper mixing, transporting, placing, consolidation, finishing and curing techniques. MasterAir AE 90 admixture can be used to obtain adequate freeze -thaw durability in a properly proportioned concrete mixture, if standard industry practices are followed. Air Content Determination: The total air content of normal weight concrete should be measured in strict accordance with ASTM C 231, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method" or ASTM C 173/C 173M, "Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method." The air content of lightweight concrete should only be determined using the Volumetric Method. The air content should be verified by calculating the gravimetric air content in accordance with ASTM C 138/C 138M, "Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete." If the total air content, as measured by the Pressure Method or Volumetric Method and as verified by the Gravimetric Method, deviates by more than 1.5%, the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. Guidelines for Use Dosage: There is no standard dosage for MasterAir AE 90 admixture. The exact quantity of air -entraining admixture needed for a given air content of concrete varies because of differences in concrete -making materials and ambient conditions. Typical factors that might influence the amount of air entrained include: temperature, cementitious materials, sand gradation, sand - aggregate ratio, mixture proportions, slump, means of conveying and placement, consolidation and finishing technique. The amount of MasterAir AE 90 admixture used will depend upon the amount of entrained air required under actual job conditions. In a trial mixture, use 0.25 to 4 fl oz/cwt (16-260 mL/100 kg) of cementitious material. Measure the air content of the trial mixture, and, if needed, either increase or decrease the quantity of MasterAir AE 90 admixture to obtain the desired air content. In mixtures containing water -reducing or set -control admixtures, the amount of MasterAir AE 90 admixture needed may be somewhat less than the amount required in plain concrete. Due to possible changes in the factors that can affect the dosage of MasterAir AE 90 admixture, frequent air content checks should be made during the course of the work. Adjustments to the dosage should be based on the amount of entrained air required in the mixture at the point of placement. If an unusually high or low dosage of MasterAir AE 90 admixture is required to obtain the desired air content, consult your local sales representative. In such cases, it may be necessary to determine that, in addition to a proper air content in the fresh concrete, a suitable air -void system is achieved in the hardened concrete. Dispensing and Mixing: Add MasterAir AE 90 admixture to the concrete mixture using a dispenser designed for air -entraining admixtures, or add manually using a suitable measuring device that ensures accuracy within plus or minus 3% of the required amount. For optimum, consistent performance, the air -entraining admixture should be dispensed on damp, fine aggregate. If the concrete mixture contains fine lightweight aggregate, field evaluations should be conducted to determine the best method to dispense the air -entraining admixture. BASF Corporation Admixt !rr, Syst<„rns www,master-builders-solutions.basf.us Technical Data Sheet In a 2005 publication from the Portland Cement Association (PCA R&D Serial No. 2789), it was reported that problematic air -void clustering that can potentially lead to above normal decreases in strength was found to coincide with late additions of water to air -entrained concretes. Late additions of water include the conventional practice of holding back water during batching for addition at the jobsite. Therefore, caution should be exercised with delayed additions of water to air -entrained concrete. Furthermore, an air content check should be performed after post -batching addition of any other materials to an air -entrained concrete mixture. Product Notes Corrosivity — Non -Chloride, Non -Corrosive: MasterAir AE 90 admixture will neither initiate nor promote corrosion of reinforcing and prestressing steel embedded in concrete, or of galvanized floor and roof systems. No calcium chloride or other chloride -based ingredients are used in the manufacture of this admixture. Compatibility: MasterAir AE 90 admixture may be used in combination with any BASF admixture, unless stated otherwise on the data sheet for the other product. When used in conjunction with other admixtures, each admixture must be dispensed separately into the concrete mixture. Storage Temperature: MasterAirAE 90 admixture should be stored and dispensed at 31 OF (-0.5 °C) or higher. Although freezing does not harm this product, precautions should be taken to protect itfrom freezing. If MasterAir AE 90 admixture freezes, thaw at 35 OF (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: MasterAir AE 90 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your local sales representative regarding suitability for use and dosage recommendations if the shelf life of MasterAir AE 90 admixture has been exceeded. Safety: Chemical goggles and gloves are recommended when transferring or handling this material. iage2os3 Packaging MasterAir AE 90 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Safety Data Sheets: MasterAir AE 90 admixture For additional information on MasterAir AE 90 admixture, or its use in developing a concrete mixture with special peformance characteristics, contact your local sales representative. The Admixture Systems business of BASF's Construction Chemicals division is the leading provider of solutions that improve placement, pumping, finishing, appearance and performance characteristics of specialty concrete used in the ready -mixed, precast, manufactured concrete products, underground construction and paving markets. For over 100 years we have offered reliable products and innovative technologies, and through the Master Builders Solutions brand, we are connected globally with experts from many fields to provide sustainable solutions for the construction industry. Technical Data Sheet Limited Warranty Notice BASF warrants this product to be free from manufacturing defects and to meet the technical properties on the current Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. Any claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out by qualified experts. MB -AE 90 became MasterAir AE 90 under the Master Builders Solutions grand, effective January 1, 2014. -- NS�rAN5161 O BASF Corporation 2014 V01(14 PRE -DAT -0013 ----- J BASF Corporation States 23700 Chagrin Boulevard 23700 Canada 1800 Clark Boulevard ACtniix ulre Systems Cleveland; Ohio 44122-5544 Brampton, Ontario Lfif 4M7 3 of 3 www,master-builders-solutions.bast.us Tel: 800 623-9990 at Fax: 216 839-8821 Tel: 800 387-5862 M Fax: 905 792-0651 page Product Name: Ready -Mix Concrete, Concrete Supplier/Manufacturer: MATERIAL SAFETY DATA SHEET Charley's Concrete PO. Box 1106 Keller, TX 76244 817-431-2016 • ki, E iiiiiiiiiimiiiiiii 191:3• Freshly Mixed Unhardened Charley's Concrete Co., Ltd P.O. Box 1106 Keller, Texas 76244 (817) 431-2016 Prepared By: GH Previous MEDS: This MSDS supersedes all previous versions. Revision Date: 09-14-11 Chemical Name/Synonyms: Ready -Mix Concrete, Freshly Mixed Unhardened Concrete. Chemical Family;_ Calcium compounds Silica compounds SECTION 2 - COMPONENTS Hazardous Ingredients: Total Dust Respirable Dust Portland cement (CAS# 65997-15-1) - approximately 2% to 26% by weight. ACGIH TLV 10 mg/m3 OSHA PEL 15 mg/m3 5 mg/m3 OSHA PEL 50 mppcf (crystalline silica < 1%) Cal/OSHA PEL 10 mg/m3 5 mg/m3 Aggregates (CAS# none ) - approximately 36% to 92% by weight. (natural sand and gravel) ACGIH TLV 10 mg/m3 OSHA PEL 15 mg/m3 5 mg/m3 Cal/OSHA PEL 10 mg/m3 5 mg/m3 Flyash (CAS# 68131-74-8) - approximately 0% to 25% by weight. ACGIH TLV 10 mg/m3 OSHA PEL 15 mg/m3 5 mg/m3 Cal/OSHA PEL 10 mg/m3 5 mg/m3 Crystalline Silica (CAS# 14808-60-7) - approximately 5% to 13% by weight. ACGIH TLV 0.1 mg/m3 OSHA PEL 2 mg/m3 (30 mg/m' / (13% Si02 +2)) OSHA PEL 0.7 mg/m3 (10 mg/m3 / (13% Si02 +2)) OSHA PEL 13.8 mppcf (250 / (13% Si02 +5)) mppcf Cal/OSHA PEL 0.3 mg/m3 0.1 mg/m3 Water (CAS# 77321-85) - approximately 6% to 13% by weight. Trace Elements: Ready -Mix concrete is made from materials mined from the earth. Trace amounts of naturally occurring, elements might be detected during chemical analysis of these materials. MSDS 0008 Page 2 of 7 Emergency Overview: Short term exposure to wet concrete is not likely to cause an immediate hazard. However, exposure of sufficient duration to wet concrete can cause serious, potentially irreversible tissue (skin or eye) damage in the form of chemical (caustic) burns. The same type of tissue damage can occur if wet or moist areas of the body are exposed for sufficient duration to the dry ingredients in unhardened concrete. Routes of Exposure: Eye Contact Exposure to airborne dust during the handling or mixing of the dry ingredients in Ready -Mix 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 (see Section 4) and medical attention to prevent significant damage to the eye. Skin Contact Discomfort or pain cannot be relied upon to alert a person to a hazardous skin exposure. Consequently, the only effective means of avoiding skin injury or illness involves minimizing skin contact, particularly contact with wet concrete. Exposed persons may not feel discomfort until hours after the exposure has ended and significant injury has occurred. Exposure during the handling or mixing of the dry ingredients in Ready -Mix concrete may cause drying of the skin with consequent mild irritation or more significant effects attributable to aggravation of other conditions. Exposure to wet concrete may cause more severe skin effects including thickening, cracking or fissuring of the skin. Prolonged exposure can cause severe skin damage in the form of (caustic) chemical burns. Some individuals may exhibit an allergic response upon exposure to wet 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. Other persons may first experience this effect after years of contact with wet unhardened concrete products. Ingestion Although inadvertent ingestion of small quantities of wet concrete or its dry ingredients are not known to be harmful, accidental ingestion of larger quantities can be harmful and requires immediate medical attention. Inhalation The ingredients in Ready -Mix concrete contain crystalline silica. Exposure to these ingredients in excess of the applicable TLV or PEL (see Section 2) may cause or aggravate other lung conditions. Exposure to the dry ingredients in Ready -Mix concrete may cause irritation to the moist mucous membranes of the nose, throat, and upper respiratory system Medical Conditions which May be Aggravated by Inhalation or Dermal Exposure: Pre-existing upper respiratory and lung diseases by exposure to the dry ingredients. Persons with unusual (hyper) sensitivity to chemicals, dusts, and metallic compounds may experience adverse reactions to wet concrete. 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 these organizations including but not limited to: crystalline silica, hexavalent chromium, lead compounds, mercury compounds, nickel compounds, and possibly other chemicals which may result in exposures which require the following warming pursuant to California Proposition 65: WARNING: This product contains chemicals known to the State of California to cause cancer, birth defects, or other reproductive harm. MSDS 0008 Page 3 of 7 SECTION 4 - FIRST AID Eves: Immediately flush eyes thoroughly with water. Continue flushing eye for at least 15 minutes, including under lids, to remove all particles. Call physician immediately. Skin: Wash skin with cool water and pH -neutral soap or a mild detergent intended for use on skin. Seek medical treatment in all cases of prolonged exposure to wet concrete, liquids from wet concrete products, or prolonged wet skin exposure to the dry ingredients in Ready -Mix concrete. Ingestion: Do not induce vomiting. If conscious, have the victim drink plenty of water and call a physician immediately. Inhalation of Airborne Dust: Remove to fresh air. Seek medical help if coughing and other symptoms do not subside. (Inhalation of gross amounts of the dry ingredients in Ready -Mix concrete requires immediate medical attention.) SECTION 5 - FIRE & EXPLOSION DATA Flash Point ....................................................... None Extinguishing Media ..................... Not Combustible Lower Explosive Limit .................................... None Special Fire Fighting Procedures.................. None Upper Explosive Limit .................................... None Hazardous Combustion Products ................. None Auto Ignition Temperature ........... Not Combustible Unusual Fire & Explosion Hazards ............... None SECTION 6 - ACCIDENTAL RELEASE MEASURES Collect dry material using a scoop. Avoid actions that cause dust to become airborne. Avoid inhalation of dust and contact with skin. Scrape up wet material and place in an appropriate container. Allow the wet concrete to "harden" before disposal. Do not attempt to wash wet concrete down sewers or storm drains. Wear appropriate personal protective equipment as described in Section 8. Dispose of waste material according to local, state and federal regulations. SECTION 7 - HANDLING & STORAGE Normal temperatures and pressures do not affect the material. Promptly remove dusty clothing or clothing which is wet with concrete and launder before reuse. Wash thoroughly after exposure to dust or wet concrete mixtures. SECTION 8 - EXPOSURE CONTROLS/PERSONAL PROTECTION Eve Protection: When engaged in activities where wet concrete or its dry ingredients could contact the eye, wear safety glasses with side shields or goggles. 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 wet concrete or its dry ingredients. MSDS 0008 Page 4 of 7 EXPOSURE• ` • ` •NAL PROTECTION (c• „d Skin Protection: Prevention is essential to avoiding potentially severe skin injury. Avoid contact with unhardened (wet) concrete products or its dry ingredients. If contact occurs, promptly wash affected area with soap and water. Where prolonged exposure to unhardened concrete products might occur, wear impervious clothing and gloves to eliminate skin contact. Where required, wear boots that are impervious to water to eliminate foot and ankle exposure. Do not rely on barrier creams; barrier creams should not be used in place of gloves. Periodically wash areas contacted by wet cement or its dry ingredients with a pH neutral soap and water. Wash again at the end of the work. If irritation occurs, immediately wash the affected area and seek treatment. If clothing becomes saturated with wet concrete, it should be removed and replaced with clean dry clothing. Respiratory Protection: Avoid actions that cause dust exposure to occur. Use local or general ventilation to control exposures below applicable exposure limits. NIOSH or MSHA approved particulate filter respirators should be used in the context of respiratory protection program meeting the requirements of the OSHA respiratory protection standard [29 CFR 1910.134] to control exposures when ventilation or other controls are inadequate or discomfort or irritation is experienced. Respirator and/or filter cartridge selection should be based on American National Standards Institute (ANSI) Standards 288.2 Practices for Respiratory Protection. Ventilation: Use local exhaust or general dilution ventilation to control exposure within applicable limits. SECTION 9 - PHYSICAL & CHEMICAL PROPERTIES Appearance ........................... Gray Granular Mixture Odor ................................................ No Distinct Odor Physical State ................................................. Liquid Specific Gravity (H2O = 1) ..................... 1.70 to 3.00 pH (in water) (ASTM D 1293-95) .................. 12 to 13 Solubility in Water ........................... Slightly Soluble Vapor Pressure ................................. Not Applicable Vapor Density .................................... Not Applicable Boiling Point ...................................... Not Applicable Melting Point ...................................... Not Applicable Evaporation Rate...............................Not Applicable SECTION 10 - STABILITY & REACTIVITY Stability: Hazardous Decomposition: Stable. Will not spontaneously occur. Adding water results in hydration and produces (caustic) Conditions to Avoid: calcium hydroxide. Unintentional contact with water. Hazardous Polvmerization: Incompatibility: Will not occur. Wet Ready -Mix concrete is alkaline. As such it is incompatible with acids, ammonium salts and aluminum metal. MSDS 0008 Page 5 of 7 SECTION 11 - TOXICOLOGICAL INFORMATION NIOSH conducted a study, "The Mortality of U.S. Portland Cement and Quarry Workers" (March 1985) which found: "There is no excess mortality from all causes of death, lung cancer, non-malignant respiratory disease, or ischemic heart disease" among workers studied. SECTION 12 - ECOLOGICAL INFORMATION Ecotoxicity: Relevant Phvsical and Chemical Properties: No recognized unusual toxicity to plants or (See Sections 9 and 10.) animals. SECTION 13 - DISPOSAL Dispose of waste material according to local, state and federal regulations. (Since Ready -Mix concrete is stable, uncontaminated unused dry material may be saved for future use.) SECTION 14 - TRANSPORTATION DATA Hazardous Materials Description/Proper Shipping Name: Ready -Mix concrete is not hazardous under U.S. Department of Transportation (DOT) regulations. Hazard Class: Not Applicable Identification Number: Not Applicable Required Label Text: Not Applicable Hazardous Substances/Reportable Quantities (RQ): Not Applicable SECTION 15 - OTHER REGULATORY INFORMATION Status under OSHA Hazard Communication Standard 29 CFR 1910.1200: Unhardened Ready -Mix concrete is considered a "hazardous chemical" under this regulation, and should be included in the employer's hazard communication program. Reportable Quantities Under the Clean Water Act CERCLA, and EPCRA, 40 CFR 117, 302 and 355: Unhardened Ready -Mix concrete is not Listed. Hazard Category and Applicability of EPCRA Hazardous Substance Inventory Reporting, 40 CFR 370: Unhardened Ready -Mix concrete qualifies as a "hazardous substance". Applicability of EPCRA Toxic Chemical Release Inventory (TRI) Reporting. 40 CFR 372: Unhardened Ready -Mix concrete is not a TRI listed chemical, however TRI listed constituents are present in concentrations below the Supplier Notification De Minimus Levels. Status Under the Toxic Substances Control Act 40 CFR 710: Unhardened Ready -Mix concrete and the chemicals present in Unhardened Ready -Mix concrete are on the TSCA inventory list. MSDS 0008 Page 6 of 7 Status under the Federal Hazardous Substances Act and Its Regulations: Unhardened Ready -Mix concrete is a "hazardous substance" subject to the following labeling requirements for consumer use: WARNING: INJURIOUS TO EYES. CAUSES SKIN IRRITATION. READ THIS WARNING BEFORE USING. Contains Portland Cement Contact with wet (unhardened concrete, mortar, wet cement, or cement mixtures) can cause skin irritation, severe chemical burns, or serious eye damage. Avoid contact with eyes and skin. Wear waterproof gloves, a fully buttoned long-sleeved shirt, full-length trousers, and tight fitting eye protection when working with these materials. If you have to stand in wet concrete, use waterproof boots that are tight at tops and high enough to keep concrete from flowing into them. If you are finishing concrete wear knee pads to protect knees. Wash wet concrete, mortar, wet cement, or cement mixtures from your skin with fresh, clean water immediately after contact. Indirect contact through clothing can be as serious as direct contact, so promptly rinse out wet concrete, mortar, wet cement, or cement mixtures from clothing. Seek immediate medical attention if you have persistent or severe discomfort. In case of eye contact, flush with plenty of water for at least 15 minutes. Consult a physician immediately. KEEP OUT OF REACH OF CHILDREN. USER AGREES TO CONVEY THIS WARNING TO ALL PERSONS WHO MAY PURCHASE, USE OR COME IN CONTACT WITH WET (UNHARDENED) CONCRETE, MORTAR, WET CEMENT OR CEMENT MIXTURES Status under Workplace Hazardous Materials Information System (WHMIS). Canada: Unhardened Ready -Mix concrete is considered to be a hazardous material under the Hazardous Products Act as defined by the Controlled Products Regulations (Class E - Corrosive Material) and is therefore subject to the labeling and MSDS requirements of the Workplace Hazardous Materials Information System (WHMIS). Status under Canadian Environmental Protection Act: Not Listed. Other Important Information: Ready Mix concrete should only be used by knowledgeable persons. A key 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 (that is, those present while a concrete product is "setting") pose a far more severe hazard than does portland cement itself. While the information provided in this material safety data sheet is believed to provide a useful summary of the hazards of unhardened (wet) Ready -Mix concrete as it is commonly used, the sheet 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. In particular, the data furnished in this sheet does not address hazards that may be posed by materials other than natural sands and gravels mixed with portland cement and flyash to produce Ready -Mix concrete products. Users should review other relevant material safety data sheets before working with this portland cement concrete. MSDS 0008 SECTION 16 - OTHER INFORMATION (Continued) Abbreviations: ACGIH American Conference of Governmental Industrial Hygienists ANSI American National Standards Institute Cal/OSHA California Division of Occupational Safety and Health Administration CAS Chemical Abstract Service CERCLA Federal Comprehensive Environmental Response, Compensation, and Liability Act (Superfund) CFR Code of Federal Regulations DOT Department of Transportation EPCRA Emergency Planning and Community Right - to -Know Act of 1986 IARC International Agency for Research on Cancer m3 Cubic Meter mq Milligram mppcf Million Particles per Cubic Foot Page 7 of 7 MSDS Material Safety Data Sheet MSHA Mine Safety and Health Administration NIOSH National Institute of Occupational Safety and Health NTP National Toxicology Program OSHA Occupational Safety and Health Administration PEL Permissable Exposure Limit RQ Reportable Quantities Si02 Crystalline Silica, Quartz TLV Threshold Limit Values TRI Toxic Release Inventory TSCA Toxic Substance Control Act WHMIS Workplace Hazardous Materials Information System SELLER MAKES NO WARRANTY, EXPRESS OR IMPLIED, CONCERNING THE PRODUCT OR THE MERCHANTABILITY OR FITNESS THEREOF FOR ANY PURPOSE OR CONCERNING THE ACCURACY OF ANY INFORMATION PROVIDED BY CHARLEY'S CONCRETE, except that the product shall conform to contracted specifications. The information provided herein was believed by Charley's Concrete to be accurate at the time of preparation or prepared from sources believed to be reliable, but it is the responsibility of the user to investigate and understand other pertinent sources of information to comply with all laws and procedures applicable to the safe handling and use of the product and to determine the suitability of the product for its intended use. Buyer's exclusive remedy shall be for damages and no claim of any kind, whether as to product delivered or for non-delivery of product, and whether based on contract, breach of warranty, negligence, or otherwise shall be greater in amount than the purchase price of the quantity of product in respect of which damages are claimed. In no event shall Seller be liable for incidental or consequential damages, whether Buyer's claim is based on contract, breach of warranty, negligence or otherwise.