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Kyra Court-160729 ArgosOffice:(214) 651-8020 240 Singleton Blvd.Fax:(214) 651-1810 Dallas, Texas 75212 Submittal No.36003 7/29/2016 Date Issued: Contractor: Metroplex Concrete Project: Kyra Court - Steve Church - Coppell, Texas To Whom It May Concern: We are submitting these mixes in accordance with ACI 318 (Chapter 5), proportioning on the basis of field experience and/or the trial mixture method: Mix Code NumberDescriptionIntended Use 15653000_5SK1LSCYCPaving 10834000_6SK1LSXYCPaving 11034500_6.5SK1LSXYCPaving When placing orders for this project, please order by product mix code number. Argos warrants that the concrete as delivered to this project will meet or exceed the design strength specified on the delivery ticket when evaluated in accordance with ACI-318, ACI-301, and ASTM C-94, latest revision. The measured slump, and the concrete must be tested in strict accordance with the provisions of ASTM standards C-172, C-143, C-31, C-39, C-617, C-231, C-173, C-138, C-1019, C-78, C-567, C-1064, latest revisions. All samples and testing of samples for acceptance shall be conducted at the point of discharge from the concrete delivery truck. Should the Purchaser choose not to purchase temperature control measures, the Purchaser shall assume all liability for rejected concrete due to non-compliant concrete temperatures. Responsibility for concrete when others supply mix designs will be the sole responsibility of those parties supplying the mix design. Customer assumes total responsibility for concrete placement, finishing, initial and final curing, placement of joints at proper spacing, and any aesthetic concerns/issues (such as cracks, discoloration, etc.) that may arise in the plastic and hardened state. The contents of this packet, with particular consideration in regard to the mix designs themselves, are considered proprietary in nature and are to be treated as confidential. This information is being submitted for approval for use on this project. Please provide Argos an approved copy or a copy with the notes for correction of this submittal, when available. Concrete will be delivered to the nearest accessible point over passable roads; customer assumes responsibility for all damages to city, state, and personal property , including concrete mixer truck if customer instructs concrete mixer truck to drive beyond curb lines. Customer should provide concrete mixer truck with wash down area. In accordance with ASTM C-94, please copy our office with all test results obtained on this concrete by independent testing laboratories. Thank you for your business and cooperation in this matter. Janet Kinard Technical Services Office Manager Quadrel iService 1992 - 2016 Quadrel, Inc. SM ArgosTelephone:(214) 651-8020 240 Singleton Blvd.Fax:(214) 651-1810 Dallas, Texas 75212 Submittal No.36003 Date Issued:7/29/2016 Customer:Metroplex Concrete Project:Kyra Court - Steve Church - Coppell, Texas Use:Paving 1565 Mix Code:Mix Code must be used when ordering concrete. Weight Spec. DescriptionMfg. Source TradenameASTM(lb) Gravityoz/cwt Type I-IIAsh Grove 376 MidlothianC - 150 3.15 Fly Ash CHeadwaters - Class C 94 HeadwatersC - 618 2.60 1 "#57 Hanson (Limestone) 1,840 2.66 Hanson AggregatesC - 33 Manufactured SandHanson Manufactured Sand C - 33 687 Hanson Aggregates 2.66 Fine Aggregate (General)Trinity Materials - Cottonwood 687 Trinity MaterialsC - 33 2.65 WaterWATER 244 C-1602 1.00 0.50 to 1.50 oz/cwt CM 0 Air EntrainerMasterAir AE 200 BASFC - 260 1.05 2.00 to 5.00 oz/cwt CM TypeA or D Water Reducer MasterPozzolith 80/Set R 961 0 BASFC - 494 1.05 TOTAL 3,929 Specified F'c : 3,000psi @ 28 daysDesigned Unit Weight: 145.5lbs./cu.ft. 0.52 Specified Slump4.00 +/- 1.00in.Designed W/C Ratio: Specified Air:4.50 +/- 1.50%Designed Volume: 27.00cu.ft. NOTES: Argos has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engineer, and/or contractor to ensure that the above designed mix parameters of compressive strength, water-to-cementitious ratio (W/C+P), cement content, and air content are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and local Building Codes). Designed mix cementitious content, is stated as a minimum, and Argos reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacturer's recommendations. Argos reserves the right to adjust these dosages to meet the changes in jobsite demands. When ambient temperatures are consistently above 85°, a Type A Water Reducer may be replaced with a Type D Water Reducer. Argos will guarantee the strength of the above concrete mix design with a Type A water reducer up to a maximum concrete temperature of 95°; with a Type D or Mid-Range water reducer up to a maximum concrete temperature of 100° ; and with a Type F High-Range water reducer up to a maximum concrete temperature of 104°. Customer assumes total responsibility for concrete placement, finishing, initial and final curing, placement of joints at proper spacing, and any aesthetic concerns/issues (such as cracks, discoloration, etc.) that may arise in the plastic and hardened state. Customer assumes responsibility for any performances issues (strength, aesthetic, durability, air entrainment etc.) as a result of water added to concrete at the project site that exceeds the w/c+p. Argos may use admixtures or procedures not listed above to control the mixture during Hot or Cold weather, for pumping, long hauls, or other special applications, unless restricted in writing by the client. Concrete requiring high/early strengths (up to 48 hours) during cool or cold weather may require the use of hot water and/or non-chloride accelerator to achieve desired results. The compressive strength cylinders be protected and cured per ASTM C-31 which states, MUST "Immediately after molding and finishing, the specimens shall be stored for a period up to 48 hours in a temperature range of 60 and 80 degrees F and in an environment preventing moisture loss from these specimens." In accordance with ASTM C-94, please copy our office with all test results obtained on this concrete by independent testing laboratories. COMMENTS: Janet Kinard Technical Services Office Manager Quadrel iService 1992 - 2016 Quadrel, Inc. SM Date: 7/29/2016 Mix Name:1565 Units :US STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 7 Avg 28 Std ACI318 Tests Slump Air Day Day Dev Req'd -------------------------------------------------------------------- 30 4.18 3.86 3660 4870 330 3440 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Date Slump Air Strengths Acc Age 7 Day 28 Day Run Avg 3 --------------------------------------------------- 7/3/2015 5.00 3.80 4050 5010 7/3/2015 4.50 3.00 3160 4260 7/7/2015 5.00 3.60 3510 4960 4740 7/9/2015 5.00 3.60 3730 5220 4820 7/14/2015 5.00 3.20 3370 4850 5010 7/16/2015 5.00 5.00 3460 4830 4970 7/20/2015 3.00 3.50 3770 4830 4830 7/21/2015 3.00 3.80 4170 5160 4940 7/22/2015 3.00 4.00 3700 4810 4930 7/23/2015 2.00 3.70 4470 5090 5020 7/24/2015 2.00 3.80 4320 5170 5020 7/31/2015 3.75 3.80 3210 4910 5060 8/6/2015 4.50 3.80 3910 4950 5010 8/12/2015 5.00 3.00 3940 5140 5000 8/24/2015 4.75 3.10 3210 4470 4850 10/22/2015 4.00 4.30 3260 4170 4590 10/27/2015 4.00 3.80 3290 4310 4310 11/18/2015 4.75 5.80 3400 4470 4310 11/25/2015 4.00 5.00 3590 4890 4560 12/3/2015 3.00 4.30 3510 4950 4770 12/9/2015 5.00 4.10 3800 4990 4950 1/8/2016 4.50 4.60 4220 5190 5040 1/14/2016 3.00 3.30 3760 5160 5110 2/8/2016 4.00 3.90 3970 5040 5130 3/29/2016 4.00 3.30 4090 5260 5150 4/4/2016 5.00 4.80 3410 4940 5080 4/5/2016 5.00 4.40 3640 5510 5240 4/14/2016 5.00 3.20 3200 4710 5050 5/3/2016 4.75 3.10 3290 4320 4850 5/5/2016 5.00 3.20 3320 4700 4580 Quadrel iService 1992 - 2016 Quadrel, Inc. SM ArgosTelephone:(214) 651-8020 240 Singleton Blvd.Fax:(214) 651-1810 Dallas, Texas 75212 Submittal No.36003 Date Issued:7/29/2016 Customer:Metroplex Concrete Project:Kyra Court - Steve Church - Coppell, Texas Use:Paving 1083 Mix Code:Mix Code must be used when ordering concrete. Weight Spec. DescriptionMfg. Source TradenameASTM(lb) Gravityoz/cwt Type I-IIAsh Grove 564 MidlothianC - 150 3.15 1 "#57 Hanson (Limestone) 1,840 Hanson AggregatesC - 33 2.66 Manufactured SandHanson Manufactured Sand C - 33 641 2.66 Hanson Aggregates Fine Aggregate (General)Trinity Materials - Cottonwood 641 Trinity MaterialsC - 33 2.65 WaterWATER 256 C-1602 1.00 0.50 to 1.50 oz/cwt CM Air EntrainerMasterAir AE 200 0 BASFC - 260 1.05 2.00 to 5.00 oz/cwt CM 0 TypeA or D Water Reducer MasterPozzolith 80/Set R 961 BASFC - 494 1.05 3,942 TOTAL Specified F'c : 4,000psi @ 28 daysDesigned Unit Weight: 146.0lbs./cu.ft. Specified Slump4.00 +/- 1.00in.Designed W/C Ratio: 0.45 27.00 Specified Air:4.50 +/- 1.50%Designed Volume:cu.ft. NOTES: Argos has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engineer, and/or contractor to ensure that the above designed mix parameters of compressive strength, water-to-cementitious ratio (W/C+P), cement content, and air content are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and local Building Codes). Designed mix cementitious content, is stated as a minimum, and Argos reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacturer's recommendations. Argos reserves the right to adjust these dosages to meet the changes in jobsite demands. When ambient temperatures are consistently above 85°, a Type A Water Reducer may be replaced with a Type D Water Reducer. Argos will guarantee the strength of the above concrete mix design with a Type A water reducer up to a maximum concrete temperature of 95°; with a Type D or Mid-Range water reducer up to a maximum concrete temperature of 100° ; and with a Type F High-Range water reducer up to a maximum concrete temperature of 104°. Customer assumes total responsibility for concrete placement, finishing, initial and final curing, placement of joints at proper spacing, and any aesthetic concerns/issues (such as cracks, discoloration, etc.) that may arise in the plastic and hardened state. Customer assumes responsibility for any performances issues (strength, aesthetic, durability, air entrainment etc.) as a result of water added to concrete at the project site that exceeds the w/c+p. Argos may use admixtures or procedures not listed above to control the mixture during Hot or Cold weather, for pumping, long hauls, or other special applications, unless restricted in writing by the client. Concrete requiring high/early strengths (up to 48 hours) during cool or cold weather may require the use of hot water and/or non-chloride accelerator to achieve desired results. The compressive strength cylinders be protected and cured per ASTM C-31 which states, MUST "Immediately after molding and finishing, the specimens shall be stored for a period up to 48 hours in a temperature range of 60 and 80 degrees F and in an environment preventing moisture loss from these specimens." In accordance with ASTM C-94, please copy our office with all test results obtained on this concrete by independent testing laboratories. COMMENTS: Janet Kinard Technical Services Office Manager Quadrel iService 1992 - 2016 Quadrel, Inc. SM Date: 7/29/2016 Mix Name:1083 Units :US STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 7 Avg 28 Std ACI318 Tests Slump Air Day Day Dev Req'd -------------------------------------------------------------------- 30 4.68 3.97 4660 5820 290 4390 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Date Slump Air Strengths Acc Age 7 Day 28 Day Run Avg 3 --------------------------------------------------- 3/28/2016 5.00 4.20 4990 5680 4/4/2016 5.00 3.50 4570 6340 4/4/2016 5.00 3.90 4710 5990 6010 4/4/2016 5.00 3.70 4560 6140 6160 4/4/2016 5.00 4.00 4510 5930 6020 4/4/2016 5.00 3.40 4060 5600 5890 4/7/2016 4.00 4.60 3820 5280 5600 4/7/2016 4.50 5.10 4170 5820 5570 4/7/2016 5.00 4.30 4340 5570 5560 4/7/2016 4.25 4.50 4330 5490 5630 4/7/2016 3.75 4.00 3930 5320 5460 4/7/2016 4.00 4.20 4610 5800 5540 4/11/2016 4.50 4.80 4770 5400 5510 4/11/2016 4.00 4.50 5080 5590 5590 4/11/2016 4.25 4.00 4900 5710 5570 4/11/2016 5.00 4.30 4630 5750 5680 4/14/2016 5.00 3.80 4770 5760 5740 4/14/2016 5.00 3.90 5060 5590 5700 4/14/2016 4.00 3.50 4410 5630 5660 4/14/2016 4.00 3.60 4800 6170 5800 4/14/2016 4.50 3.60 4730 5780 5860 4/14/2016 5.00 3.10 5180 6100 6020 4/26/2016 4.75 3.80 4760 5970 5950 5/9/2016 4.75 3.30 4680 6030 6030 5/26/2016 5.00 3.50 5250 6180 6060 5/26/2016 5.00 4.30 5230 6060 6090 5/26/2016 5.00 4.30 4260 5450 5900 5/26/2016 5.00 4.50 4700 5970 5830 5/26/2016 5.00 3.50 4880 6100 5840 5/26/2016 5.00 3.40 5000 6350 6140 Quadrel iService 1992 - 2016 Quadrel, Inc. SM ArgosTelephone:(214) 651-8020 240 Singleton Blvd.Fax:(214) 651-1810 Dallas, Texas 75212 Submittal No.36003 Date Issued:7/29/2016 Customer:Metroplex Concrete Project:Kyra Court - Steve Church - Coppell, Texas Use:Paving 1103 Mix Code:Mix Code must be used when ordering concrete. Weight Spec. DescriptionMfg. Source TradenameASTM(lb) Gravityoz/cwt Type I-IIAsh Grove 611 MidlothianC - 150 3.15 1 "#57 Hanson (Limestone) 1,840 Hanson AggregatesC - 33 2.66 Manufactured SandHanson Manufactured Sand C - 33 605 2.66 Hanson Aggregates Fine Aggregate (General)Trinity Materials - Cottonwood 605 Trinity MaterialsC - 33 2.65 WaterWATER 268 C-1602 1.00 0.50 to 1.50 oz/cwt CM Air EntrainerMasterAir AE 200 0 BASFC - 260 1.05 2.00 to 5.00 oz/cwt CM 0 TypeA or D Water Reducer MasterPozzolith 80/Set R 961 BASFC - 494 1.05 3,929 TOTAL Specified F'c : 4,500psi @ 28 daysDesigned Unit Weight: 145.5lbs./cu.ft. Specified Slump4.00 +/- 1.00in.Designed W/C Ratio: 0.44 27.00 Specified Air:4.50 +/- 1.50%Designed Volume:cu.ft. NOTES: Argos has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engineer, and/or contractor to ensure that the above designed mix parameters of compressive strength, water-to-cementitious ratio (W/C+P), cement content, and air content are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and local Building Codes). Designed mix cementitious content, is stated as a minimum, and Argos reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacturer's recommendations. Argos reserves the right to adjust these dosages to meet the changes in jobsite demands. When ambient temperatures are consistently above 85°, a Type A Water Reducer may be replaced with a Type D Water Reducer. Argos will guarantee the strength of the above concrete mix design with a Type A water reducer up to a maximum concrete temperature of 95°; with a Type D or Mid-Range water reducer up to a maximum concrete temperature of 100° ; and with a Type F High-Range water reducer up to a maximum concrete temperature of 104°. Customer assumes total responsibility for concrete placement, finishing, initial and final curing, placement of joints at proper spacing, and any aesthetic concerns/issues (such as cracks, discoloration, etc.) that may arise in the plastic and hardened state. Customer assumes responsibility for any performances issues (strength, aesthetic, durability, air entrainment etc.) as a result of water added to concrete at the project site that exceeds the w/c+p. Argos may use admixtures or procedures not listed above to control the mixture during Hot or Cold weather, for pumping, long hauls, or other special applications, unless restricted in writing by the client. Concrete requiring high/early strengths (up to 48 hours) during cool or cold weather may require the use of hot water and/or non-chloride accelerator to achieve desired results. The compressive strength cylinders be protected and cured per ASTM C-31 which states, MUST "Immediately after molding and finishing, the specimens shall be stored for a period up to 48 hours in a temperature range of 60 and 80 degrees F and in an environment preventing moisture loss from these specimens." In accordance with ASTM C-94, please copy our office with all test results obtained on this concrete by independent testing laboratories. COMMENTS: Janet Kinard Technical Services Office Manager Quadrel iService 1992 - 2016 Quadrel, Inc. SM Date: 7/29/2016 Mix Name:1103 Units :US STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 7 Avg 28 Std ACI318 Tests Slump Air Day Day Dev Req'd -------------------------------------------------------------------- 30 4.14 3.86 4800 6120 290 4890 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Date Slump Air Strengths Acc Age 7 Day 28 Day Run Avg 3 --------------------------------------------------- 8/12/2015 2.00 3.00 5410 6570 8/13/2015 3.75 3.20 4890 6550 8/13/2015 3.50 4.10 4520 5420 6180 8/21/2015 3.00 3.60 4980 5770 5910 8/21/2015 2.75 3.00 4860 5440 5540 8/27/2015 3.25 3.00 4380 5790 5670 9/23/2015 4.50 3.90 5000 6130 5790 10/7/2015 4.00 3.60 4820 5750 5890 1/25/2016 4.25 5.40 4440 5730 5870 2/16/2016 4.00 4.50 5060 6340 5940 2/16/2016 4.75 4.50 4910 6350 6140 2/16/2016 4.00 4.20 4770 6270 6320 2/16/2016 4.00 3.80 4590 6220 6280 2/16/2016 4.50 3.40 4510 6450 6310 3/2/2016 4.25 3.80 4030 6140 6270 3/2/2016 5.00 4.10 3920 5890 6160 3/4/2016 5.00 3.00 4340 6050 6030 3/23/2016 4.00 3.50 5110 6090 6010 3/23/2016 4.50 3.80 5490 6400 6180 3/23/2016 4.00 4.20 4960 6270 6250 3/23/2016 4.25 4.50 4740 6060 6240 3/23/2016 5.00 4.00 4720 6150 6160 3/23/2016 4.00 3.50 4690 5870 6030 4/1/2016 4.50 4.00 5540 6330 6120 4/1/2016 4.50 4.60 5340 6210 6140 4/1/2016 5.00 3.90 4970 6360 6300 4/1/2016 5.00 4.10 5100 6140 6240 4/22/2016 4.00 4.80 4690 6090 6200 5/20/2016 4.00 3.60 4570 6370 6200 5/24/2016 5.00 3.10 4790 6290 6250 Quadrel iService 1992 - 2016 Quadrel, Inc. SM Trinity Materials - Cottonwood - Rosser, TX S.E. 89.1 100 Blended with 50% Hanson Aggregates - Bridgeport ASTM C33 Sand 8092 2.402.752.79 3.10 F.M . 200 0.00.21.5 3.0 # Fine Aggregate Sieve Analysis Percent Passing Sieves, Compared to Specification 100 10 #015 # 50 301721 5 # 30 60255447 # 16 85506964 100 # 8 808485 100100 # 4 9599 3/8" 100100100100 Cottonwood - Rosser, TX Avg. (%): 1009080706050403020100 Cumulative Percent Passing Sieve 5/31/2016 Blend % Maximum Spec. Minimum Spec. 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete 3 03 70 00 Mass Concrete ® MasterAir AE 200 Air-Entraining Admixture Formerly Micro Air* DescriptionFeatures MasterAir AE 200 air-Ready-to-use in the proper concentration for rapid, accurate dispensing entraining admixture Greatly improved stability of air-entrainment provides concrete with extra Ultra stable air bubbles protection by creating air bubbles that are ultrastable, Benefits small and closely spaced – a characteristic especially Increased resistance to damage from cyclic freezing and thawing useful in the types of Increased resistance to scaling from deicing salts concrete known for their Improved plasticity and workability maintain the air content Improved air-void system in hardened concrete desired. Improved ability to entrain and retain air in low-slump concrete, concrete containing Even when used at a lower dosage than standard air- using high-alkali cements, high-temperature concrete, and concrete with extended entraining admixtures, mixing times MasterAir AE 200 admixture Reduced permeability – increased watertightness meets the requirements of ASTM C 260, AASHTO M Reduced segregation and bleeding 154, and CRD-C 13. Performance Characteristics Applications Concrete durability research has established that the best protection for concrete from the Recommended for use in: 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 Concrete exposed spacing and adequate concrete strength, assuming the use of sound aggregates and proper to cyclic freezing and thawing 200 admixture can be used to obtain adequate freezing and thawing durability in a properly Production of high-quality proportioned concrete mixture, if standard industry practices are followed. normal or lightweight concrete (heavyweight concrete normally does not contain entrained air) MasterAir AE 200 Technical Data Sheet Air Content Determination: The total air content of normal weight Dispensing and Mixing: Add MasterAir AE 200 admixture to the concrete should be measured in strict accordance with ASTM concrete mixture using a dispenser designed for air-entraining C 231, “Standard Test Method for Air Content of Freshly admixtures; or add manually using a suitable measuring Mixed Concrete by the Pressure Method” or ASTM C 173/C device that ensures accuracy within plus or minus 3% of the 173M, “Standard Test Method for Air Content of Freshly Mixed required amount. For optimum, consistent performance, the Concrete by the Volumetric Method.” aggregate or with the initial batch water. If the concrete mixture The air content of lightweight concrete should only be determined using the Volumetric Method. The air content conducted to determine the best method to dispense the air- entraining admixture. in accordance with ASTM C 138/C 138M, “Standard Test Method for Density (Unit Weight), Yield, and Air Content Precaution (Gravimetric) of Concrete.” If the total air content, as measured In a 2005 publication from the Portland Cement Association by the Gravimetric Method, deviates by more than 1.5%, the (PCA R&D Serial No. 2789), it was reported that problematic cause should be determined and corrected through equipment air-void clustering that can potentially lead to above normal calibration or by whatever process is deemed necessary. decreases in strength was found to coincide with late additions of water to air-entrained concretes. Late additions of water Guidelines for Use include the conventional practice of holding back water during batching for addition at the jobsite. Therefore, caution should Dosage: There is no standard dosage for MasterAir AE 200 be exercised with delayed additions to air-entrained concrete. admixture. The exact quantity of air-entraining admixture Furthermore, an air content check should be performed needed for a given air content of concrete varies because after post-batching addition of any other materials to an air- of differences in concrete making materials and ambient entrained concrete mixture. of air entrained include: temperature, cementitious materials, Product Notes sand gradation, sand-aggregate ratio, mixture proportions, slump, means of conveying and placement, consolidation and Corrosivity – Non-Chloride, Non-Corrosive: MasterAir AE 200 admixture will neither initiate nor promote corrosion of reinforcing and prestressing steel embedded in concrete, or of The amount of MasterAir AE 200 admixture used will depend upon the amount of entrained air required under actual job other chloride-based ingredients are used in the manufacture of this admixture. mL/100 kg) of cement. In mixtures containing water-reducing or set-control admixtures, the amount of MasterAir AE 200 Compatibility: MasterAir AE 200 admixture may be used admixture needed is somewhat less than the amount required in combination with any BASF admixture, unless stated in plain concrete. Due to possible changes in the factors that otherwise on the data sheet for the other product. When used can affect the dosage of MasterAir AE 200 admixture, frequent in conjunction with other admixtures, each admixture must be air content checks should be made during the course of the dispensed separately into the mixture. 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 200 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. BASF Corporation Admixture Systems page 2 of 3 www.master-builders-solutions.basf.us MasterAir AE 200 Technical Data Sheet Storage and HandlingLimited Warranty Notice Storage Temperature: MasterAir AE 200 admixture should be BASF warrants this product to be free from manufacturing stored and dispensed at 35 °F (2 °C) or higher. Although freezing defects and to meet the technical properties on the current does not harm this product, precautions should be taken to Technical Data Guide, if used as directed within shelf life. protect it from freezing. If it freezes, thaw and reconstitute Satisfactory results depend not only on quality products but by mild mechanical agitation. Do not use pressurized air for also upon many factors beyond our control. BASF MAKES agitation.NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY Shelf Life: MasterAir AE 200 admixture has a minimum shelf OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT life of 18 months. Depending on storage conditions, the TO ITS PRODUCTS. The sole and exclusive remedy of shelf life may be greater than stated. Please contact your Purchaser for any claim concerning this product, including but Local sales representative regarding suitability for use and not limited to, claims alleging breach of warranty, negligence, dosage recommendations if the shelf life of MasterAir AE 200 strict liability or otherwise, is shipment to purchaser of product admixture has been exceeded. equal to the amount of product that fails to meet this warranty Safety: MasterAir AE 200 admixture is a caustic solution. or refund of the original purchase price of product that Chemical goggles and gloves are recommended when fails to meet this warranty, at the sole option of BASF. Any transferring or handling this material. (See SDS and/or product claims concerning this product must be received in writing label for complete information.) within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. Packaging BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) MasterAir AE 200 admixture is supplied in 55 gal (208 L) OR PUNITIVE DAMAGES OF ANY KIND. drums, 275 gal (1040 L) totes and by bulk delivery. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection Related Documents therewith. This information and all further technical advice are Safety Data Sheets: MasterAir AE 200 admixture based on BASF’s present knowledge and experience. However, BASF assumes no liability for providing such information and Additional Information 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 product data on MasterAir AE 200 admixture, contact your be created by or arise from the provision of such information local sales representative. and advice. BASF reserves the right to make any changes The Admixture Systems business of BASF’s Construction according to technological progress or further developments. Chemicals division is the leading provider of solutions that The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before performance characteristics of specialty concrete used in proceeding with a full application of the product(s). Performance 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 industry. * Micro Air became MasterAir AE 200 under the Master Builders Solutions brand, effective January 1, 2014. © BASF Corporation 2014 01/14 PRE-DAT-0009 United States Canada BASF Corporation 23700 Chagrin Boulevard 1800 Clark Boulevard Admixture Systems Cleveland, Ohio 44122-5544 Brampton, Ontario L6T 4M7 page 3 of 3 www.master-builders-solutions.basf.us Tel: 800 628-9990 Fax: 216 839-8821Tel: 800 387-5862 Fax: 905 792-0651 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete 3 03 70 00 Mass Concrete ® MasterPozzolith 80 Water-Reducing Admixture Formerly Pozzolith 80* DescriptionFeatures MasterPozzolith 80 ready-Reduced water content required for a given workability to-use, liquid admixture Controlled setting characteristics – normal or retarded is used for making more uniform and predictable Benefits quality concrete. MasterPozzolith 80 Improved workability admixture meets ASTM C 494/C 494M requirements Reduced segregation for Type A, water-reducing, Type B, retarding, and Type D, retarding and water- Offsets effects of early stiffening during extended delays between mixing and placing reducing, admixtures. Helps eliminate cold joints Applications decks, cantilevers, nonshored structural elements, etc. Recommended for use in: Peak temperature and/or rate of temperature rise lowered in mass concrete thereby Prestressed concrete reducing thermal cracking Precast concrete Performance Characteristics Reinforced concrete Rate of Hardening: The temperature of the concrete mixture and the ambient temperature Shotcrete affect the hardening rate of concrete. At higher temperatures, concrete stiffens more rapidly Lightweight concrete 80 admixture can be varied to provide the desired setting characteristics. Pumped concrete 4x4™ Concrete Guidelines for Use Pervious concrete Dosage: Depending on the setting characteristics desired, MasterPozzolith 80 admixture is Self-consolidating concrete (SCC) cementitious materials for most concrete mixtures using average concrete ingredients. Because of variations in job conditions and concrete materials, dosages other than the recommended amounts may be required. In such cases, contact your local sales representative. MasterPozzolith 80 Technical Data Sheet Product NotesLimited Warranty Notice Corrosivity – Non-Chloride, Non-Corrosive: MasterPozzolith 80 BASF warrants this product to be free from manufacturing admixture will neither initiate nor promote corrosion of reinforcing defects and to meet the technical properties on the current steel in concrete. This admixture does not contain intentionally-Technical Data Guide, if used as directed within shelf life. added calcium chloride or other chloride-based ingredients.Satisfactory results depend not only on quality products but also upon many factors beyond our control. BASF MAKES Compatibility: MasterPozzolith 80 admixture may be used in NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR combination with any BASF admixtures. When used in IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY conjunction with other admixtures, each admixture must be OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT dispensed separately into the mixture. TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product, including but Storage and Handling not limited to, claims alleging breach of warranty, negligence, Storage Temperature: MasterPozzolith 80 admixture should be strict liability or otherwise, is shipment to purchaser of product stored above freezing temperatures. If MasterPozzolith 80 equal to the amount of product that fails to meet this warranty admixture freezes, thaw at 35 °F (2 °C) or above and completely or refund of the original purchase price of product that reconstitute by mild mechanical agitation. Do not use pressurized fails to meet this warranty, at the sole option of BASF. Any air for agitation. claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims Shelf Life: MasterPozzolith 80 admixture has a minimum shelf not presented within that period are waived by Purchaser. life of 18 months. Depending on storage conditions, the shelf BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, life may be greater than stated. Please contact your local INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) sales representative regarding suitability for use and dosage OR PUNITIVE DAMAGES OF ANY KIND. recommendations if the shelf life of MasterPozzolith 80 admixture has been exceeded. 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 Packaging based on BASF’s present knowledge and experience. However, MasterPozzolith 80 admixture is supplied in 55 gal (208 L) BASF assumes no liability for providing such information and drums, 275 gal (1040 L) totes and by bulk delivery. advice including the extent to which such information and advice may relate to existing third party intellectual property Related Documents rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information Safety Data Sheets: MasterPozzolith 80 admixture and advice. BASF reserves the right to make any changes according to technological progress or further developments. Additional Information The Purchaser of the Product(s) must test the product(s) for For additional information on MasterPozzolith 80 admixture or its suitability for the intended application and purpose before use in developing a concrete mixture with special performance proceeding with a full application of the product(s). Performance characteristics, contact your local sales representative. The Admixture Systems business of BASF’s Construction Chemicals division is the leading provider of solutions that 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 industry. * Pozzolith 80 became MasterPozzolith 80 under the Master Builders Solutions brand, effective January 1, 2014. © BASF Corporation 2014 01/14 PRE-DAT-0083 United States Canada BASF Corporation 23700 Chagrin Boulevard 1800 Clark Boulevard Admixture Systems Cleveland, Ohio 44122-5544 Brampton, Ontario L6T 4M7 page 2 of 2 www.master-builders-solutions.basf.us Tel: 800 628-9990 Fax: 216 839-8821Tel: 800 387-5862 Fax: 905 792-0651 03 30 00 Cast-in-Place Concrete 03 40 00 Precast Concrete 3 03 70 00 Mass Concrete ® MasterSet R 961 Set Retarding Admixture Formerly Pozzolith 961 R* DescriptionFeatures MasterSet R 961 ready-Reduced water content required for a given workability to-use, liquid admixture Retarded setting characteristics is used for making more Improved workability uniform and predictable high-performance concrete Reduced segregation while retarding its setting time to facilitate placing It meets ASTM C 494/C 494M requirements for decks, cantilevers, nonshored structural elements, etc. Type B, retarding, and Type D, water-reducing Benefits and retarding, admixtures. Applications Minimizes premature hardening during delays between mixing and placing Recommended for use in:Helps eliminate cold joints Prestressed concretePeak temperature and/or rate of temperature rise in mass concrete lowered thereby reducing thermal cracking Precast concrete Reinforced concrete Shotcrete Lightweight concrete Pumped concrete 4x4™ Concrete Pervious concrete Self-consolidating concrete (SCC) MasterSet R 961 Technical Data Sheet Performance CharacteristicsGuidelines for Use Concrete produced with MasterSet R 961 admixture will have Dosage: MasterSet R 961 admixture is recommended for rapid strength development after initial set occurs. It develops higher early (24-hour) and ultimate strengths than plain concrete cementitious materials for most concrete mixtures using typical when used within the recommended dosage range and under concrete ingredients. Because of variations in job conditions and normal, comparable curing conditions. When MasterSet R concrete materials, dosage rates other than the recommended 961 admixture is used in heat-cured concrete, the length of amounts may be required. In such cases, contact your local the preheating period should be increased until initial set of sales representative. the concrete is achieved. The actual heat curing period is then reduced accordingly to maintain existing production cycles Product Notes Corrosivity – Non-Chloride, Non-Corrosive: MasterSet R 961 Mixture: 470 lb/yd 3 (279 kg/m 3) of Type I cement, slump 4.25 in. admixture will neither initiate nor promote corrosion of (110 mm), air-entrained concrete, concrete temperature 90 ºF reinforcing steel in concrete. This admixture does not contain (32 ºC), ambient temperature 90 ºF (32 ºC). intentionally-added calcium chloride or other chloride-based ingredients. 1 Setting Time Performance Compatibility: MasterSet R 961 admixture may be used in Initial Set Difference combination with any BASF admixtures. When used in conjunction Mixture (h:min) (h:min) with other admixtures, each admixture must be dispensed Plain 4:00 – separately into the mixture. MasterSet R 961 Admixture 5:05 +1:05 Storage and Handling 7:10 +3:10 Storage Temperature: MasterSet R 961 admixture should be stored above freezing temperatures. If MasterSet R 961 admixture 10:15 +6:15 freezes, thaw at 35 °F (2 °C) or above and completely reconstitute 1 Note: The data shown are based on controlled laboratory tests. by mild mechanical agitation. Do not use pressurized air for Reasonable variations from the results shown here may be experienced as agitation. a result of differences in concrete making materials and jobsite conditions. Shelf Life: MasterSet R 961 admixture has a minimum shelf life of Rate of Hardening: The temperature of the concrete mixture and 18 months. Depending on storage conditions, the shelf life may be the ambient temperature (forms, earth, reinforcement, air, etc.) greater than stated. Please contact your local sales representative affect the hardening rate of concrete. At higher temperatures, regarding suitability for use and dosage recommendations if the concrete hardens more rapidly which may cause problems shelf life of MasterSet R 961 admixture has been exceeded. MasterSet R 961 admixture retards the set of concrete. Within Packaging the normal dosage range, it will generally extend the working and MasterSet R 961 admixture is supplied in 55 gal (208 L) drums, setting times of concrete containing normal portland cement 275 gal (1040 L) totes and by bulk delivery. approximately 1 hour to 5 hours compared to a plain concrete mixture, depending on job materials and temperatures. Trial Related Documents mixtures should be made with job materials approximating job conditions to determine the dosage required. Safety Data Sheets: MasterSet R 961 admixture BASF Corporation Admixture Systems page 2 of 3 www.master-builders-solutions.basf.us MasterSet R 961 Technical Data Sheet Additional InformationLimited Warranty Notice For additional information on MasterSet R 961 admixture or its BASF warrants this product to be free from manufacturing use in developing a concrete mixture with special performance defects and to meet the technical properties on the current characteristics, contact your local sales representative.Technical Data Guide, if used as directed within shelf life. Satisfactory results depend not only on quality products but The Admixture Systems business of BASF’s Construction also upon many factors beyond our control. BASF MAKES Chemicals division is the leading provider of solutions that NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY performance characteristics of specialty concrete used in OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT the ready-mixed, precast, manufactured concrete products, TO ITS PRODUCTS. The sole and exclusive remedy of underground construction and paving markets. For over Purchaser for any claim concerning this product, including but 100 years we have offered reliable products and innovative not limited to, claims alleging breach of warranty, negligence, technologies, and through the Master Builders Solutions strict liability or otherwise, is shipment to purchaser of product brand, we are connected globally with experts from many equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails industry. 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 * Pozzolith 961 R became MasterSet R 961 under the Master Builders Solutions brand, effective January 1, 2014. © BASF Corporation 2014 01/14 PRE-DAT-0050 United States Canada BASF Corporation 23700 Chagrin Boulevard 1800 Clark Boulevard Admixture Systems Cleveland, Ohio 44122-5544 Brampton, Ontario L6T 4M7 page 3 of 3 www.master-builders-solutions.basf.us Tel: 800 628-9990 Fax: 216 839-8821Tel: 800 387-5862 Fax: 905 792-0651