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Founders Crossing- LR150416 (3)RGC, Ine. For Approval El Approved as Submitted ROYAL GENERAL CONTRACTORS, INC. Fo r Your Use L[EVTIEM ST FMAINSOMMAL P.O. Box 734 EJ CIA TE I , Z g _ / - XBNO El Retumed for Corrections Coppdl, Texas 7 5019 El AMNTION 972-621-0126, 0 FOR BIDS DUE........ 20 - FAX 972-929-1929 Jk TOm LA -01 ,At hs b WE ARE SENDING YOU Aftached Under separate cover vb the blowkV ftem: Shop Dmwinp Prints El ph" Samples Specifications Copy of Lefter El Change Order El COPIEs DATE NO. DESCRIP71ON Jt, For Approval El Approved as Submitted El Resubmit Copies for Approval Fo r Your Use El Approved as Noted Wit El Subr Copies for DistdAition EJ As Requested El Retumed for Corrections El Return conacted Prints El For Review and Comment 0 FOR BIDS DUE........ 20 - El PRINTS RETURNED AFTER LOAN TO US SITE CONCRETE ■ FOUNDERS' CROSSING COPPELL, TX March 27, 2015 AMENDED To: Pennington Concrete Project: Founders Crossing Ph 11; 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 3770 5SK/3000PSI W/ASH W/AIR Sidewalks 4142 5.5SK/3600PSI W/ASH W/AIR Site Paving 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 on add Charley's Con ---+e 12 the distribution list for all laboratory * t requirements. d compliance with �re u�iirvlll test results for review and to monitor performance and com liance with r 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 to Lin ta(�tcharle ,sconcrete.cot Charley's Concrete PO Box 1106 Keller, TX 76244 t Office - 817.431.2016 ,F je__ I 6_14 e Fax - 817.431.5337 1 { elk i c11 _. Date: 3/27/2015 Contractor: Pennington Concrete Project: Founders Crossing Ph. II Project Location: Bethel Rd, Coppell Intended Use: Sidewalks Mix Design: 3770 Mix Specifications Min 28 Days Strength: 3000 psi Fly Ash C 20% Slump: 4" ± 1" Air: 4.5% +/- 1.5% Other: Material Type Weights SSD Source Abs Volume Cement ASTM C-150 TYPE 1 376 lb/yd3 Texas Lehigh 1.91 Fly Ash ASTM C-618 TYPE C 94 1b/yd3 Fly Ash Direct 0.56 Coarse Aggregate - 1" ASTM C-33 #57 925 lb/yd3 Hanson 5.53 Coarse Aggregate - 1" ASTM C-33 #57 925lb/yd3 Tri -County 5.64 Peagravel ASTM G33 #8 lb/yd Trinity 0.00 Fine Aggregate ASTM C-33 13741b/yd3 Trinity 8.37 Admixture - Polyheed 900 ASTM C-494 TYPE A 6 - 12 oz/cwt BASF (MRWR) Admixture ASTM C-494 TYPE oz/cwt 1.22 Admixture - Master Air 90 ASTM C-260 .25-4 oz/cwt BASF Water/Cement Ratio 0.50 235 lb/yd' 3.77 152.4 lbs/ft3 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 to Lin ta(�tcharle ,sconcrete.cot Charley's Concrete b INSk g 'fir..: Mix No.: 3770 Strength: 3000 psi Agg. Size: 1" Charley's Concrete Co., Ltd. Contractor: various Job: various Lab: various Date Temp. Slump Air % 7 Day 1/29/2014 47 5 4.1 3970 2/16/2014 58 6 5 2890 2/18/2014 75 4 4.4 3640 2/19/2014 67 5 4.8 3400 2/19/2014 68 3.25 4 3300 3/29/2014 69 5 4.9 3380 7/23/2014 90 4.5 4.6 2800 7/29/2014 84 5 5.6 2990 8/4/2014 90 4.25 3.9 3570 8/5/2014 90 5 5.7 3160 8/7/2014 88 4.5 5.2 3520 8/8/2014 92 4.75 5.4 2550 8/9/2014 91 5.5 4.3 3570 8/11/2014 88 4 4.4 2540 8/13/2014 89 4.5 4.5 3560 8/13/2014 85 4.5 5.2 3190 8/14/2014 87 5.5 5.4 2930 8/20/2014 87 5.5 4.4 2560 8/28/2014 89 5 4.9 3790 9/6/2014 94 4.75 4.8 2850 9/17/2014 80 5.5 4 4430 9/18/2014 78 5 4.1 4450 9/19/2014 70 3.75 4.8 2940 9/19/2014 78 5.5 4 4370 10/8/2014 68 5.25 4.8 4040 10/24/2014 76 5 5.5 3680 11/6/2014 68 5 4.5 3220 11/8/2014 70 5 3.7 4510 11/14/2014 64 5.25 5.3 3710 12/16/2014 69 3.5 3.4 3800 Standard Deviation: 598 Average Strength: 4471 No tests 30 ACI 5.3.2.1 Required average strength. (1) 3801 psi (2) 3893 psi 28 Day 3 Consecutive 2g Day 28 Day Avera e Average 4760 4740 4750 3670 3740 3705 4363 4630 4500 4565 4340 4430 4480 4455 4242 4470 4300 4385 4468 4100 4310 4205 4348 3670 3550 3610 4067 3910 3850 3880 3898 4860 4640 4750 4080 4570 4520 4545 4392 4780 4570 4675 4657 3980 3770 3875 4365 4040 4220 4130 4227 4760 4440 4600 4202 4740 4640 4690 4473 4620 4870 4745 4678 4040 4250 4145 4527 3420 3760 3590 4160 4560 4580 4570 4102 3740 3790 3765 3975 5510 5540 5525 4620 5640 5950 5795 5028 3860 3730 3795 5038 5720 5600 5660 5083 5360 5050 5205 4887 4270 4150 4210 5025 4250 4280 4265 4560 5520 5340 5430 4635 4250 4070 4160 4618 4380 4540 4460 4683 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 to taz3 jai{c%charle jsconcrete.coin Charley's Concrete PO Box 1106 Keller, TX 76244 Office - 817.431.2016 Fax - 817.431.5337 Date: 3/23/2015 Contractor: Pennington Concrete Project: Founders Crossing Phase II Project Location: Bethel Road, Coppell Intended Use: Site Paving Mix Design: 4142 Mix Specifications Min 28 Days Strength: 3600 psi Fly Ash C 20% Slump: 411+/_111 Air: 4.5% +l- 1.5% Other: Material Type Weights SSD Source Abs Volume Cement ASTM C-150 TYPE 1 414 lb/yd3 Texas Lehigh 2.11 Fly Ash ASTM C-618 TYPE C 103 lb/yd3 Fly Ash Direct 0.61 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 ASTM C-33 #8 lb/yd3 Trinity 0.00 Fine Aggregate ASTM C-33 1301 lb/yd3 Trinity 7.93 Admixture - Polyheed 900 ASTM C-494 TYPE F 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 1.22 Water/Cement Ratio 0.49 254 lb/yd3 4.07 152.1 lbs/ft' 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 to taz3 jai{c%charle jsconcrete.coin Charley's Concrete Mix No.: 4142 Strength: 3500 Agg. Size: 1" Carley's Concrete Co., Ltd. Contractor: various Job: various Lab: various Date Tem . Slump Air % 7 Day 7/25/2014 90 5 3.5 4180 7/29/2014 89 4.5 3.3 3840 7/29/2014 88 5 3.7 4190 7/29/2014 87 5 3.8 3760 7/29/2014 89 4 4.2 3550 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 Standard Deviation: 545 Average Strength: 4970 No tests ACI 5.3.2.1 Required average strength. (1) 4231 psi (2) 4271 psi 28 Day 3 Consecutive 28 Day 28 Day Average Average 4650 4930 4790 4730 4610 4670 4615 5380 5260 5320 4927 4210 4330 4270 4753 4360 4460 4410 4667 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 Consignee: TEXAS - LEHIGH CEMENT COMPANY ,uBox 61v Buda, Texas 78610 (512) 295-6111 LABORATORY TEST REPORT xAS*roAoore«ited Address . 2014 Plan --- Type T-1/11 LA ca,nruox Bin NO. 10 Quantity RESULT OF TESTS Chemical Analysis(%) -ASTM C 114 20.6m�6 o A1203 *.5 pouo» m.1 MgO 1.2 eo» 2.9 uo| 2.5 |nam.Rooiuvo 0.36 mauoEnu^^ 0.54 Max. 0.59% m CO2 from Limestone 1.3 Limostonom o.e 0000nminLimestone on.7 Potential oompnunua(AoTMo1eo) CA 7 Inorganic Processing Addition Type mooxvvnn|o|og Amount (%) Range o.otos.nm Siouum'oo (m} A1203 e.37 peooayu) 5.05 CaO (%) 28 .75 1.61 PHYSICAL TESTS Fineness, specific surface - m2lkg mm BumneV�uTMonu� ______ exn.(m)-ASTMc1en ______-ozm Time nrSet (moet)-ASTMo1sn Initial (Minutes) 10e Final (Minutes) uoa Air conmnt(m).AoTMo1oe ______* Compressive Strength, psi (ASTM C109 Mortar Cubes): 1 -Day 1*4n o - Dov 3*20 r-oov 4860 28-oov 6710 mee��n�emoe/anun�sma��u�nmen�of�� a�ue��«me��p'� / physical requirements oune�apnxoomoupoom�monaASTM n1onand AxsHromao.00me�analysis a��rm�manomoe�oa/o/um«mca�anu with ASTM Te�m�hodo1 14. amoonu/o�ue(o/0u)/sp�so�mthe oommnous��aathe compounds m dicalcium silicate, and n�c��mnasmoo The above da��p�sentsthe ave�uammmsamples onmthe pmuu�/onou�am. mnman/cpmces'-muauu/uonahave been �ntergmundmaccordance with ASTM o-4so.The average composition ofthis processing addition can u*found listed above. oomnoanmauonuments for this processing udmuonareaveomo/euponren"°"`. QC Manager: ' v ��m�uo Date: January a 2015 Analytical Testing Service Laboratories, Inc. P.O. Box 1118, Joplin, Missouri 64802 (417) 782 6573 Fly Ash Direct December 17, 2014 4228 Airport Rd. Cincinnati, OH 45226 (513) 646-7577 Attn Scott Keith Re: 59273 - Welsh Cason Fly Ash Composite Sample - Silo 2 - 10/ 27-11/07 /2014 We certify the above was tested in accordance with ASTM C-618 & AASHTO M295. Analytical Testing Service Laboratories, Inc. John K. Cupp, Manager AASHTO-M295 ASTM C-618 Class "C" Class "C" Requirements Requirements Actual Fineness (+325 Mesh) 34% Max 34% Max 12.50% Fineness Variation 5.0% Max 5.0% Max 0.00% Moisture Content 3.0% Max 3% Max 0.05% Density g/cm3 C188 2.75 Density Variation 5.0% Max 5.0% Max 0.22% Loss on Ignition 5.0% Max 6% Max 0.17% Soundness 0.8% Max 0.8% Max 0.06% S.A. 1., 7 Days 75% Min 75% Min 101.50% S.A.I., 28 Days 75% Min 75% Min 103.20% Water Req. % Control 105% Max 105% Max 94.20% 32.43% Silica Si02 21.40% Aluminum Oxide A1203 w/minor oxides Ferric Oxide Fe203 6.15% Total 50% Min 50% Min 59.98% Sulfur Trioxide S03 5% Max 5.0% Max 1.77% Calcium Oxide CaO 28.46% Magnesium Oxide MgO 6.63% Available Alkalies Na20 1.50% Max 1.55% We certify the above was tested in accordance with ASTM C-618 & AASHTO M295. Analytical Testing Service Laboratories, Inc. John K. Cupp, Manager 'j 1 4 W Hanson Aggregates Southwest Region 1'eclillical Services Lab 1000 N1. MacArthur Blvd. Grand Prairie, TX 75050 Tel, 972-260-3646 Fax. 972-260-3655 www.hansonple-com C-1 t7 Decant (- q200 Sieve Washed) C-127 MATERIALS EVALUATION C-127 Relative Bulk Specific Gravity, Dry C-127 Coarse Aggregates C-29 Unit Weight (Dry Rodded), C-29 Source: Hanson @ Bridgeport (Perell-Hill) Plant Voids Content (Dry Rodded), Tedmical Services C-1260 #777 C-88 Sourldiiess by Sodium Type: ASTM 457(I"-#4) Cru slied Lime Stull e Soutidness by Magiiesium Report: 2014-777 ,Lab NO: TS -Weekly- 14 C-142 Date. 12-28-14 Date: Received: 12-01-14 C-25 Acid Insoluble Residue, D-4791 ASTM. TEST TEST ASTM C-33 METHOD DESCRIPTION RESULTS Specification C-136 2" Sieve 100 % Passing -------- C- 13 6 1-1/2" Sieve 100 % Passing too C-136 1�) Sieve 95 % Passing 95-100 C-136 3/4" Sieve 57 Passing -------- C- 136 1/2" Sieve 36 % Passing 25-60 0-136 31 ') Sieve 22 % Passing ------- C- 136 #4 Sieve 7 % Passing 0-10 C-136 98 Sieve % Passim, 0-5 C-136 # 16 Sieve 2 % Passing ........ C-1 t7 Decant (- q200 Sieve Washed) C-127 Relative Bulk Specific Gravity, SSD C-127 Relative Bulk Specific Gravity, Dry C-127 Absorptiort, C-29 Unit Weight (Dry Rodded), C-29 Ullit Weight (Dry Loose), C-29 Voids Content (Dry Rodded), C-131 L.A. Abrasion, C-1260 Potential All -ala Reactivity of Aggregates, C-88 Sourldiiess by Sodium Sulfate (5 cycles), C-88 Soutidness by Magiiesium Sulfate (5 cycles), C-123 Light Weight Pieces, C-142 Clay Lumps and Friable Particles, C-25 Calcium Carbomte EQV, C-25 Acid Insoluble Residue, D-4791 Flat Particles ..... 4.1 D-4791 Elongated Particles 3.4 Note-, - Hanson Product Code TX- 126 0,78 % Passing 1 .5% Max. 2,663 2.6-12 1.0 % 104A Lbs/CuYt. 94.1 Lbs/Cu . Ft, 38.3 % 25.1 % Loss 50% Max. 0,03 % Exp. 0,1 %Max 2.30 % Loss 12% Max. 3.90 %Loss 18% Max, .t11 % 0.5% Max. 0101 % 3.0% Max. 4O % % % ... ....... Vartart Babakhanian, P.E. Technical Services Lab Manager Our jetitf-�.;, armlysis and reports are for the exclusive use of tile client to whom they are addressed, apply only to t1lesamples tested and' or in-spected'anki are not necesSarily indicative of the qualities of apparenjjy idealic,,11 or similar products. This report shall not be reproduced except in full and with the critter, 2PINOVal of HANSOM PLC. Trinity Materials Laboratory Testing This material (Paradise -1390) was sampled under ASTM D-75 on 12/05/14. 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. Concrete Sand Sieve �,Weight H Percent 1 Percent Specifications Retained Retained 1 Tassing % Passing 1 rem Ma� Sand Equivalency = 90.2 % Unit Weight = 109.0 lbs pef Sincerely, Quality Control Manager Trinity Materials Inc. 12/05/14 Specific Gravity = 2.60 Absorption 15 A WO m". 4, w F The Chemical Company M U Rlob, AN& Aft 9UU dbterP-Ayhee Mid -Range Wateir-Redue"ing Admilm'cure Formerly PolyHeed 900* 03 30 00 Cast -in -Place Concrete 03 40 00 31 03 70 00 Features Provides excellent workability of plastic concrete Precast Concrete Mass Concrete Reduced water content for a given level of workability 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 Benef its N Enhanced strength and durability properties of concrete concrete with manufactured 11 Reduces effort required to finish sand. MasterPolyheed 900 admixture will meet ASTM C Lowers in-place cost 494/C 494M requirements V. Increases service life of structures for Type A water -reducing admixtures. Performance Characteristics >ireo, Ir I iJdr LIUUldr, concrete and pervious concrete Concrete containing manufactured sand and harsh concrete mixtures 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/II cement; slump 6 in. (150 mm); non entrained concrete; admixture dosage adjusted for 9-10% water reduction. Setting Time (h min) lnitial Set. Difference Mixture ........................................... Reference 5:00 — ................................ . Conventional Water Reducer 6:12 +1:1 ........................................... .............................. . 18 MasterPolyheed 900 admixture 5:18 +0: 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 mU1OO kg) of cementitious materials for most concrete mixtures. A dosage range of 5 to 8 fl oz/cwt (325 to 520 mUl 00 kg) is typical for most Type A applications and up to 15 fl oz/cwt (980 mLJ1 OO 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 Storage Temperature: MasterPolyheed 900 admixture should be stored between 35 and 105 °F (2 and 41 °C). If MasterPolyheed 900 admixture freezes, thaw at 40 °F (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. p a<g 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 MasterPolyheed 900 under the Master Builders Solutions brand, effective January 1, 2014. G BASF Corporation 2014 a 01/14 oPRE-DAT-0079 . 1. United States Canada ASF Corporation 23700 Chagrin Boulevard 1800 Clark Boulevard p Chi €'I"lii_l"a` 3`;f ; `:-"i" Cleveland, Ohio 44122-5544 Brampton, Ontario L6T 4M7 r age 3 of w Vd=masder- ild rs-soluti nsbasf.us Tel: 800 628-9990 £O Fax: 216 839-8821 Tel: 800 387-5862 til Fax.: 905 792-065 f -MF The Chemical Company MasterAirO AE 91t, A n411 mnAOMIxture Formerly MB -AE 90* 033000 034000 31 037000 Cast -in -Place Concrete Features Ready -to -use in the proper concentration for rapid, accurate dispensing Benef its . Improved resistance to damage from cyclic freezing and thawing 101 Improved resistance to scaling from deicing salts 6a Improved plasticity and workability 10111 Reduced permeability — increased watertightness M Reduced segregation and bleeding Precast Concrete Mass Concrete Performance r ri i 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. MASTERO >>BUILDERS SOLUTIONS 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 mV100 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 s oo n Precaution 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. 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: MasterAir AE 90 admixture should be stored and dispensed at 31 OF (-0.5 °C) or higher. Although freezing does not harm this product, precautions should betaken to protect itfrom freezing. If MasterAir AE 90 admixture freezes, thaw at 35 °F (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. Dago 2 of Packaging MasterAir AE 90 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents 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. 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 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 brand, effective January 1, 2014. @ BASF Corporation 2014 €t 01114 �N PRE -DAT -0013 United States ASF Corporation 23700 Chagrin Boulevard Ad i!iXL:'Ure' S`y`StelTIu Cleveland, O Bio 44122-5544 w.master-builders-solutions.basf.us Tel: 30o 623-9990 w Fax: 116 839-8821 CenEfied to NSFikN51 61 Ganada 1800 Clark Boulevard Brampton; Ontario L6T 4M7 C of ` Tel: 800 387-5862 2 Fax: 905 792-0651 `� AN w. Total Dust U Charley's Concrete s Y PO. Box 1106 2% to 26% by weight. Keller TX 76244 s� a l 817-431-2016 Product Name: Ready -Mix Concrete, Freshly Mixed Unhardened Concrete Supplier/Manufacturer: Charley's Concrete Co., Ltd. P.O. Box 1106 Keller, Texas 76244 (817) 431-2016 Previous MSDS: This MEDS supersedes all previous versions. Revision Date: 09-14-11 Chemical Name/Synonyms: Ready -Mix Concrete, Freshly Mixed Unhardened Concrete. Prepared By: Chemical Family: GH Calcium compounds Silica compounds 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 50 mppcf (crystalline silica < 1%) OSHA PEL Cal/OSHA PEL 10 mg/m3 5 mg/m3 Aaare_ act tes (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 (30 mg/m3 / (13% Si02 +2)) OSHA PEL 2 m /m3 g 0.7 mg/m3 (10 mg/m3 / (13% Si02 +2)) OSHA PEL 13.8 mppcf (250 / (13% Si02 +5)) mppcf OSHA PEL 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. Page 2 of 7 MSDS 0008 SECTION 3 - HAZARDS IDENTIFICATION 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: Eve Contact he handling or mixing of the dry ingredients in Ready -Mix concrete may Exposure to airborne dust during t 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: n by NTP, OSHA, or IARC. It may, however, contain trace Ready -Mix concrete is not listed as a carcinoge 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. Page 3of7 MSDS 0008 SECTION 4 - FIRST AID .g}es,Immediately flush eyes thoroughly with water. Continue flushing eye for at least 15 minutem, including under lids, to remove all particles. Call physician immediately. Skin: Wash skin witcool water and pH-neutnx soap nramild deuo�entimendedfor use ono�n. Seek medical treatmall in �ne=o of prolonged exposure to wet cononaua. liquids from wet concrete productn, 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: madimdhelp �coughing and �heroym�omadonot nub�de.0nhdodonofgross amounts of me dry /ngn,u/e- Remove ~ '^'~^ ~^�--— �� in Ready -Mix concrete requires immediate medical attention.)SECTION 5 - FIRE & EXPLOSION DATA Flash None ��--________________ Lower Explosive Limit ------------mone Upper Explosive Limit ------------None Auto Wnition., Temperature, ........... Not Combustible -------NotCombusbNe Special Fire Fi hting Procedures .................. None Hazardous Combustion Products -----..None ............... None SECTION 8 ~ 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 p|ema in an appropriate container. Allow the wet concrete to "harden" before disposal. Donot attempt towash wet concrete down sewers orstorm drains. Wear appropriate personal protective equipment as described in Section 8. Dispose of waste material according to |oca|, state and federal regulations. Normal temperatures and pressures donot affect the material. Promptly remove dusty clothing orclothing which is wet with concrete and launder before nouao. VVmah thoroughly after exposure to dust or wet concrete mixtures. SECTION 8 - EXPOSURE CONTROLS/PERSONAL PROTECTION Eye Protection: When engaged in activities where wet concrete or its dry ingredients could contact the eyo, wear safety g|maaea with side shields or goggles. In extremely dusty environments and unpredictable environments, wearunvenneo C n��t| o should not be wmmwhenwod�ng orindinaoUyvented goggles to avoid eye irritation or injury. o enue with wet concrete or its dry ingredients. MEDS 0008 SECTION 8 - EXPOSURE CONTROL/PERSONAL PROTECTION (continued) Page 4 of 7 Skin Protectlon: 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: local or general ventilation to control exposures below Avoid actions that cause dust exposure to occur. Use 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 1910.1341 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 Z88.2 Practices for Respiratory Protection. Ventilation: ventilation to control exposure within applicable limits. Use local exhaust or general dilution 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 Stability: Stable. Vapor Pressure ................................. Not Applicable Vapor Density .................................... Not Applicable foiling Point ...................................... Not Applicable Melting Point ...................................... Not Applicable Evaporation Rate ............................... Not Applicable SECTION 10 - STABILITY & REACTIVITY Conditions to Avoid: Unintentional contact with water. Incompatibility: Wet Ready -Mix concrete is alkaline. As such it is incompatible with acids, ammonium salts and aluminum metal. Hazardous Decomposition: Will not spontaneously occur. Adding water results in hydration and produces (caustic) calcium hydroxide. _Hazardous Polymerization: Will not occur. Page Gof7 MSDS 0008 SECTION 11 - TOXICOLOGICAL INFORMATION NIOSH conducted a otudy, '7ha Mortality ofU U.S. Portland Cement and Quarry Workers" (March 1985) which found: "There is no excess mortality from all causes 'of - death. lung canmer, non-malignant respiratory diaease, orieohem|o heart disease" among workers studied. SECTION 12 - ECOLOGICAL INFORMATION Ecotoxici!y Relevant Phvsical and Chemical Pr2Rerfies: No recognized unusual toxicity to plants or (See Se"""..s " a... ...) animals. SECTION 13 ~ DISPOSAL Dispose of waste material according to |oco|, state and federal regulations. (Since Ready -Mix concrete in ateb|e, uncontaminated unused dry material may be saved for future use.) SECTION 14 ~ TRANSPORTATION DATA Name: Not Applicable -----Ready-Mix concrete is not hazardous under U.S. Required Label Text: Department of Transportation (DOT) regulations. - Not Applicable Hazard Class: Hazardous Substances/Reportable Quantities Not Applicable ------� (RQ): Not Applicable SECTION 15 - OTHER REGULATORY INFORMATION Status under OSHA Hazard Communication Standard,_29 CFR 12�1_0-1200- Unhardened Ready -Mix concrete is considered a "hazardous ua|^ under this regulation, andApplicability of EPCRA Toxic Chemical Release Inv --4--- TR ) Reportin . 40 CFR 372: Unhardened Ready -Mix concrete is not a TRI listed chemical, however should be included in the employer's hazard communication program. Reportable Quantities Under the Clean Water Act, A, 40 CFR 117, 302 and 355: Unhardened Ready -Mix concrete is not Listed. Hazard Categ2ry and Applicabilitv of EPCRA Hazardous Substance Inventory ReDortinci, 40 CFR 370: Unhardened Ready -Mix concrete qualifies as a "hazardous substance". 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 n Unherdaned Ready -Mix concrete are on the Page 6 of 7 MSDS 0008 SECTION 15 - OTHER REGULATORY INFORMATION (Continued) 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 (WHIS), 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. SECTION 16 - OTHER INFORMATION Other Important Information: geable persons. A key to using the product safely requires Ready Mix concrete should only be used by knowled 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. MEDS 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 0F0 Cubic Meter 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 5i 02 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.