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Rosebriar-SP121009
Southern Star Concrete, Inc. Office: (214)651-8020 y 240 Singleton Blvd. Fax: (214)651-1810 1T Dallas,Texas 75212 Southern Star C:�NCItETE i^I C, Submittal No. 14689 Date Issued: 10/9/2012 Contractor: Jackson Construction Project: Rosebriar Estates-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 Number Description ntended Use ��.... 9047 5000_7.66SK1 LSXYCSUP High/Early(3000 psi @ 24 ) When placing orders for this project,please order by product mix code number. Southern Star Concrete, Inc.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 Southern Star Concrete, Inc. 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 cony our office with all test results obtained on this concrete by independent testing jaboratories. Thank you for your business . ' cooperation in this matter. 7-1e/ • Janet Kinard Quality Services Office Manager 1992-2012 Digital Site Systems,Inc. Quadrel iService SM Southern Star Concrete,Inc. Telephone: (214)651-8020 ,y1, 240 Singleton Blvd. Fax: (214)651-1810 *- Dallas,Texas 75212 Southern Star C MCPETE NC. Submittal No. 14689 Date Issued: 10/9/2012 Customer: Jackson Construction Project: Rosebriar Estates-Coppell, Texas Use: High/Early(3000 psi @ 24 Hours) Mix Code: 9047 Mix Code must be used when ordering concrete. Spec. Weight Description Mfg.Source Tradename ASTM Gravity oz/cwt (lb) Type I-II Midlothian Ashgrove C- 150 3.15 720 1 " Hanson Aggregates #57 Hanson(Limestone) C-33 2.68 1,840 Natural Sand Trinity Cottonwood Trinity Cottonwood C-33 2.62 1,132 City City Water C-94 1.00 262 Air Entrainer BASF MB AE 90 C-260 1.01 0.10 to 1.50 oz/cwt CM Type F High Range Water BASF Glenium 7500 C-494 1.05 6.00 to 12.00 oz/cwt CM Reducer Specified F'c: 5,000 psi @ 28 days Designed Unit Weight: 146.4 lbs./cu.ft. TOTAL 3,954 Specified Slump 7.50+/-1.50 in. Designed W/C Ratio: 0.36 Specified Air: 4.50+/-1.50% Designed Volume: 27.00 cu.ft. NOTES: Southern Star Concrete,Inc.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 Southern Star Concrete,Inc.reserves the right to increase cementitious content. Chemical admixtures are added in accordance with the manufacturer's recommendations. Southern Star Concrete,Inc.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.Southern Star Concrete,Inc.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. Southern Star Concrete,Inc.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 MUST be protected and cured per ASTM C-31 which states, "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 Quality Services Office Manager 1992-2012 Digital Site Systems,Inc. Quadrel iService SM Date: 10/9/2012 Southern Star c)NCRETE INC. Mix Name: 9047 Units: US STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std AC1318 Tests Slump Air Day Day Day Dev Req'd 30 6.19 4.18 4730 5990 7360 570 5830 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Date Slump Air Strengths Acc Age 3 Day 7 Day 28 Day Run Avg 3 6/8/2011 6.00 4.30 5170 6230 7170 6/8/2011 6.50 4.00 5030 6030 7030 6/8/2011 6.50 4.70 4870 5760 7040 7080 6/10/2011 6.00 4.50 5130 6630 8710 7590 6/10/2011 6.00 4.20 4550 5840 7100 7620 6/16/2011 6.25 4.50 4960 5910 7870 7890 6/16/2011 6.50 4.40 4990 6150 8080 7680 6/16/2011 6.00 3.50 4690 5830 7440 7790 6/16/2011 5.75 3.90 4660 5840 7940 7820 6/17/2011 6.00 4.80 4400 5120 7140 7510 6/17/2011 6.50 3.70 4570 5610 7660 7580 6/17/2011 6.50 3.80 4780 5470 7330 7380 6/22/2011 6.25 3.50 4480 5200 6820 7270 6/23/2011 5.75 4.30 4260 4900 6920 7020 6/23/2011 6.25 3.20 4710 5330 7260 7000 9/22/2011 7.00 3.50 6150 7410 7200 10/13/2011 7.00 3.50 5850 7010 7220 10/19/2011 6.00 5.00 6030 7640 7350 10/19/2011 5.00 4.00 7060 8410- 7680 10/19/2011 2.50 3.00 7140 8480 8170 10/28/2011 5.50 3.00 4890 6650 7270 8050 10/28/2011 6.00 5.00 4290 5790 6490 7410 11/3/2011 5.25 5.50 6000 7480 7080 11/3/2011 6.00 5.00 6160 7870 7280 12/22/2011 7.00 4.60 5800 6870 7410 12/22/2011 7.00 4.20 5730 6690 7140 12/22/2011 8.00 4.00 6100 6790 6780 12/22/2011 7.00 4.10 6390 6970 6820 2/28/2012 6.00 5.00 6870 7200 6990 4/5/2012 7.75 4.80 6140 6680 6950 1992-2012 Digital Site Systems,Inc. Quadrel iService SM aM dlMtli "."Hanson HEIDELBERGCFMFNTCiroup Hanson Aggregates Southwest Region Technical Services Lab 1000 N. MacArthur Blvd. Grand Prairie,TX 75050 Tel. 972-260-3646 Fax. 972-260-3655 www.hansonplc.com MATERIALS EVALUATION Coarse Aggregates Source: Hanson @ Bridgeport(Perch-Hill)Plant Technical Services 0777 Type: ASTM#57(1"-#4) Crushed Lime Stone Report: 2012-8 Lab NO: TS-Weekly-I2 Date:08-28-12 Date: Received 08-01-12 ASTM TEST TEST ASTM C-33 METHOD DESCRIPTION RESULTS Specification C-136 2" Sieve 100 %Passing C-136 1-1/2"Sieve 100 %Passing 100 C-I36 I" Sieve 96 %Passing 95-100 C-136 3/4" Sieve 77 %Passing C-136 1/2" Sieve 37 %Passing 25-60 C-136 3/8" Sieve 22 %Passing C-136 #4 Sieve 5 %Passing 0-10 C-I36 #8 Sieve 2 %Passing 0-5 C-136 #16 Sieve 2 %Passing C-117 Decant (-#200 Sieve Washed) 0.80 %Passing 1.5%Max. C-I27 Bulk Specific Gravity, SSD 2.662 C-127 Absorption, 0.9 % C-29 Unit Weight(Dry Rodded), 104.8 Lbs/Cu.Ft. C-29 Unit Weight(Dry Loose), 94.9 Lbs/Cu.Ft. C-29 Voids Content(Dry Rodded), 36.9 % C-131 L.A. Abrasion, 26.5 %Loss 50% Max. C-1260 Potential Alkali Reactivity of Aggregates, 0.03 %Exp. 0.1 %Max C-88 Soundness by Sodium Sulfate(5 cycles), 2.50 %Loss 12% Max. C-88 Soundness by Magnesium Sulfate(5 cycles), 2.80 %Loss 18%Max. C-123 Light Weight Pieces, 0.01 % 0.5%Max. C-142 Clay Lumps and Friable Particles, 0.01 % 3.0%Max. C-25 Calcium Carbonate EQV, 96.0 % C-25 Acid Insoluble Residue, 4.0 % D-4791 Flat Particles ..... 4.1 % D-4791 Elongated Particles 3.4 % j : Note:Bin Materials-Hanson Product Code TX-126 _.----� Vartan Babakhanian,P.E. ‘�' / »da.i\ Technical Services Lab Manager Our letters,analysis and reports are for the exclusive use of the client to%lain they are addressed,apply only to the samples tested and/or inspected and are not necessarily indicative of the qualities of apparently identical or similar products_This report shall not be reproduced except in full and with the written approval of HANSON PLC. ��$�y�6�'( Report Date: September 26. NI I Trans!!� T O INISU9t ESC AiANVV Material Testing Result 10 SAND,CONCRETE Sample ID: Cottonwood sand Plant: Sample Date: 9/19/2012 Customer: Sample By: Aaron Fuller Attention: Supplier: TRINITY Project: Supplier Source: Specification: ASTM C33 NATURAL SAN Supplier Reference No: Grading Sieve Mass Cumulative % % Passing % Pass Specification (mm) Retained Mass Retained Min Max 3/8" 0 0 0.0 100.0 100.0 100.0 No.4 4.8 4.8 0.8 99.2 95.0 100.0 No.8 102.2 107 17.0 83.0 80.0 100.0 No. 16 143 250 39.8 60.2 50.0 85.0 No.30 128.2 378.2 60.2 39.8 25.0 60.0 No.50 177.6 555.8 S8.5 11.5 5.0 30.0 No. 100 63.2 619 98.6 1.4 0.0 10.0 No.200 7.4 626.4 99.8 0.2 0.0 3.0 Absorption 0.80 Fineness Modulus 3.05 Specific Gravity 2.63 Sand Equivalency 90 Decant Grading Curve 100 __ 80 �� co co a 40- 20 0 N ci O Z Z Z Z Z Z Z Sieve lit Grading -a Mn_Spec -f- Max_Spec II Tested By: Aaron Fuller Approved By: Matthew Chambers Date: 9/21/2012 Date: 9/26/2012 Certification Number: --r APPEU. EXPIRES 2013 I' ' ww/9 ASH GROVE CEMENT COMPANY ASH GROVE] 900 Oka Road Post Office Box 520 Midlothian,Texas 76065 NSF Type I/II Production Period:August 1 thru August 31,2012 Date: 9/10/2012 The following information Is based on average test data during the production period. The data is typical of cement shipped from the Midlothian,Texas plant. Individual shipments may vary. STANDARD REQUIREMENTS ASTM C150/C150M-09 CHEMICAL PHYSICAL A.S.T.M.Test Spec. A.S.T.M.Test Item Method Limit Test Result Item Method Spec.Limit Test Result SIO2(%) C114 A 21.05 Air content of mortar(volume%) CMS 12 max 8 AI30,(%) C114 6.0 max 4.86 Fineness(cm2/g): Fe20,(%) C114 6.0 max 3.45 Air permeability 0204 2800 min 3682 GO(%) C1U A 65.18 Autoclave expansion(%) C151 0.80 max 0.02 MgO 4%) C114 6.0 max 0.83 S03(%) C114 3.0 max 2.55 Compressive strength(psi) Loss on ignition(%) C114 3.0 max 0.95 1 Day C109 A 1947 Ne20(%) C114 A 0.12 3 Days C109 1740 min 3653 K20(%) C114 A 0.46 7 Days C109 2760 min 5004 Insoluble Residue(%) C114 0.75 max 0.29 CO2(%) C114 A 0.66 Limestone(%)per ASTM C114 5.0 max 1.9 Limestone(%)per TXDOT 5.00%max. 1.9 Time of setting(minutes) limestone(%)perAHTD 5.00%max. 1.9 (Vital) CaCO3 in limestone(%) C114 70 min 79.61 Initial:Not less than C191 45 82 Potential compounds(%)D Initial: Not more than 375 82 CsS C114 A 59 Final: A 201 CIS C114 A 16 CA C114 8 max 7 CAF C114 A 10 C,4AF+2(C,A) C114 A C!S+4.75 CIA C114 100 max 92 OPTIONAL REQUIREMENTS ASTM C150/C150M-09,Tables 2 and 4 CHEMICAL PHYSICAL A.S.T.M.Test Spec. A.S.T.M.Test Item Method Limit Test Result Item Method Spec.Limit Test Result C,S+C,A(%) C114 A False set(%) C451 A 83 Equivalent alkalies(%) 0114 0.60 0.42 Heat of hydration(Id/kg) Equivalent alkalies 95%conf llmlt• 0.44min.,0.80rnax 7 days C1$6 MD A=Not applicable. 8=Umit not specified by purchaser, 28 Days A ,fast results provided for information only. C=Test results for this period not available. D=Test results represent most recent values and is for information only. We certify that the above described cement,at the time of shipment,meets the chemical and physical requirements of ASTM 0150.09 and AASHTO MSS. The above described cement,at the time of shipment,is approved under NSF/ANSI Standard 61 for Portland Cement. Signature: (�= aLS.Siar_4 (, Title: Chief Chemist Leon Smolimld JACQUELINE CARBAJAL �=,' NOTARY PUBLIC ' STATE OF TEXAS Expires 02.24.2014 kl BASF gl� R sY The Chemical Company 4 . 414,1 Description MB_AETM 90 MB-AE 90 air-entraining admixture is for use in concrete mixtures. It meets the Asir-Entraining Admixture requirements of ASTM C 260, Features AASHTO M 154 and CRD-C 13. ■ Ready-to-use in the proper concentration for rapid,accurate dispensing Applications Recommended for use in: Benefits Concrete exposed to M Improved resistance to damage from cyclic freezing and thawing cyclic freezing and a Improved resistance to scaling from deicing salts thawing M Improved plasticity and workability M Production of high-quality M Reduced permeability-increased watertightness normal or lightweight M Reduced segregation and bleeding concrete(heavyweight concrete normally does not Performance Characteristics contain entrained air) 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. MB-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 1-1/2%,the cause should be determined and corrected through equipment calibration or by whatever process is deemed necessary. Guidelines for Use Dosage:There is no standard dosage for MB-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. Master Builders Product Data: MB-AElm 90 The amount of MB-AE 90 admixture used will depend upon the Product Notes amount of entrained air required under actual job conditions. Corrosivity—Non-Chloride,Non-Corrosive: MB-AE 90 In a trial mixture,use 1/4 to 4 fl oz/cwt(16-260 mU100 kg) admixture will neither initiate nor promote corrosion of of cementitious material. Measure the air content of the trial reinforcing and prestressing steel embedded in concrete,or mixture,and,if needed,either increase or decrease the quantity of galvanized floor and roof systems.No calcium chloride or of MB-AE 90 admixture to obtain the desired air content. other chloride-based ingredients are used in the manufacture In mixtures containing water-reducing or set-control of this admixture. admixtures,the amount of MB-AE 90 admixture needed may Compatibility:MB-AE 90 admixture may be used in be somewhat less than the amount required in plain concrete. combination with any BASF Construction Chemicals Due to possible changes in the factors that can affect the admixture,unless stated otherwise on the data sheet for dosage of MB-AE 90 admixture,frequent air content checks the other product.When used in conjunction with other should be made during the course of the work.Adjustments admixtures,each admixture must be dispensed separately to the dosage should be based on the amount of entrained air into the concrete mixture. required in the mixture at the point of placement. If an unusually high or low dosage of MB-AE 90 admixture is Storage and Handling required to obtain the desired air content,consult your BASF Storage Temperature:MB-AE 90 admixture should Construction Chemicals representative.In such cases,it may be stored and dispensed at 31 °F(-0.5°C)or higher.Although be necessary to determine that,in addition to a proper air freezing does not harm this product, precautions should be content in the fresh concrete,a suitable air-void system is taken to protect it from freezing. If MB-AE 90 admixture achieved in the hardened concrete. freezes,thaw at 35°F(2°C)or above and completely Dispensing and Mixing:Add MB-AE 90 admixture to the reconstitute by mild mechanical agitation.Do not use concrete mixture using a dispenser designed for air-entraining pressurized air for agitation. admixtures,or add manually using a suitable measuring device Shelf Life:MB-AE 90 admixture has a minimum shelf life that ensures accuracy within plus or minus 3%of the required of 18 months. Depending on storage conditions,the shelf amount. life may be greater than stated. Please contact your BASF For optimum,consistent performance,the air-entraining Construction Chemicals representative regarding suitability admixture should be dispensed on damp,fine aggregate.If for use and dosage recommendations if the shelf life of MB- the concrete mixture contains fine lightweight aggregate,field AE 90 admixture has been exceeded. evaluations should be conducted to determine the best method Safety:Chemical goggles and gloves are recommended to dispense the air-entraining admixture. when transferring or handling this material. Precaution Packaging In a 2005 publication from the Portland Cement Association MB-AE 90 admixture is supplied in 55 gal(208 L)drums,275 (PCA R&D Serial No.2789), it was reported that problematic gal(1040 L)totes and by bulk delivery. air-void clustering that can potentially lead to above normal decreases in strength was found to coincide with late Related Documents additions of water to air-entrained concretes. Late additions Material Safety Data Sheets:MB-AE 90 admixture. of water include the conventional practice of holding back water during batching for addition at the jobsite.Therefore, Additional Information caution should be exercised with delayed additions of water For additional information on MB-AE 90 admixture, or to air-entrained concrete.Furthermore,an air content check its use in developing a concrete mixture with special should be performed after any post-batching addition to an peformance characteristics,contact your BASF Construction air-entrained concrete mixture. Chemicals representative. The Admixture Systems business of BASF Construction Chemicals is a leading provider of innovative additives for specialty concrete used in the ready mix,precast, manufactured concrete products,underground construction and paving markets throughout the NAFTA region. The Company's respected Master Builders brand products are used to improve the placing,pumping, finishing,appearance and performance characteristics of concrete. • BASF Construction Chemicals,LLC Admixture Systems www.masterbuilders.com Master f NSF United States 23700 Chagrin Boulevard,Cleveland,Ohio 44122-5544 5 Tel:800 628-9990 ti Fax:216 839-8821 NSF Canada 1800 Clark Boulevard,Brampton,Ontario L6T 4M7 S Tel:800 387-5862 5 Fax:905 792-0651 Builders ''BASF Construction Chemicals,LLC ©BASF Construction Chemicals,LLC 2007■Printed in USA®03/07 5 LIT#1017027 • BASF ; k �� tt+' The Chemical Company evi Description R GLENIUM®7500 full range GLENIUM O 7500 water reducing admixture is Full-Range Water Reducing Admixture based on the next generation of polycarboxylate technology Features found in all of the GLENIUM 7000 series products. This a Dosage flexibility for normal, mid-range and high-range applications technology combines state-of- a Excellent early strength development the-art molecular engineering "r Controls setting characteristics with a precise understanding a Optimizes slump retention/setting relationship of regional cements to provide specific and exceptional value a Consistent air entrainment to all phases of the concrete Benefits construction process. GLENIUM 7500 admixture is a Faster turnover of forms due to accelerated early strength development very effective in producing a Reduces finishing labor costs due to optimized set times concrete mixtures with different a Use in fast track construction levels of workability including a Minimizes the need for slump adjustments at the jobsite applications that require a Less jobsite QC support required self-consolidating concrete (SCC).The use of GLENIUM s Fewer rejected loads 7500 admixture results in a Optimizes concrete mixture costs faster setting characteristics as well as improved early Performance Characteristics age compressive strength. Concrete produced with GLENIUM 7500 admixture achieves significantly higher GLENIUM 7500 admixture early age strength than first generation polycarboxylate high-range water-reducing meets ASTM C 494/C 494M admixtures.GLENIUM 7500 admixture also strikes the perfect balance between compliance requirements for workability retention and setting characteristics in order to provide efficiency in placing Type A,water-reducing,and and finishing concrete.The dosage flexibility of GLENIUM 7500 allows it to be used as a Type F,high-range water- normal, mid-range,and high-range water reducer. reducing,admixtures. Guidelines for Use Applications Dosage:GLENIUM 7500 admixture has a recommended dosage range of Recommended for use in: 2-15 fl oz/cwt(130-975 mU100 kg)of cementitious materials. For most mid to a Concrete with varying water high-range applications,dosages in the range of 5-8 fl oz/cwt(325-520 mU100 kg) reduction requirements will provide excellent performance. For high performance and Rheodynamic Self- (5-40%) Consolidating Concrete mixtures,dosages of up to 12 fl oz/cwt(780 mU100 kg)of a Concrete where control of cementitious materials can be utilized. Because of variations in concrete materials, workability and setting time jobsite conditions and/or applications,dosages outside of the recommended range is critical may be required. In such cases,contact your local BASF Construction Chemicals a Concrete where high representative. flowability,increased stability, Mixing:GLENIUM 7500 admixture can be added with the initial batch water or as high early and ultimate a delayed addition. However,optimum water reduction is generally obtained with a strengths,and improved delayed addition. durability are needed a Production of Rheodynamic®Self- Consolidating Concrete (SCC)mixtures a 4x4TM Concrete for fast- track construction Master a Pervious Concrete mixtures Builders Product Data: G ENRire 7500 Product Notes Additional Information Corrosivity-Non-Chloride,Non-Corrosive:GLENIUM For additional information on GLENIUM 7500 admixture 7500 admixture will neither initiate nor promote corrosion of or on its use in developing concrete mixtures with special reinforcing steel embedded in concrete,prestressing steel or performance characteristics,contact your BASF Construction of galvanized steel floor and roof systems.Neither calcium Chemicals representative. chloride nor other chloride based ingredients are used in the The Admixture Systems business of BASF Construction manufacture of GLENIUM 7500 admixture. Chemicals is a leading provider of innovative admixtures Compatibility:GLENIUM 7500 admixture is compatible with for specialty concrete used in the ready mix,precast, most admixtures used in the production of quality concrete, manufactured concrete products, underground construction including normal, mid-range and high-range water-reducing and paving markets throughout the North American region. admixtures,air-entrainers,accelerators,retarders,extended The Company's respected Master Builders brand products set control admixtures,corrosion inhibitors,and shrinkage are used to improve the placing,pumping, finishing, reducers. appearance and performance characteristics of concrete. Do not use GLENIUM 7500 admixture with admixtures containing beta-naphthalene sulfonate.Erratic behaviors in slump,workability retention and pumpability may be LIMITED WARRANTY NOTICE. We warrant our products to be of good quality and will experienced. replace or,at our discretion,refund the purchase price of any products proved defective. Satisfactory results depend not only upon quality products,but also upon many factors beyond our control. Therefore,except for such replacement or refund,BASF MAKES Storage and Handling NO WARRANTY OR GUARANTEE,EXPRESS OR IMPLIED,INCLUDING WARRANTIES OF FITNESS FORA PARTICULAR PURPOSE OR MERCHANTABILITY,RESPECTING Storage Temperature:GLENIUM 7500 admixture must be ITS PRODUCTS,and BASF shall have no other liability with respect thereto.Any claims o regarding product defect must be received In writing within one(1)year from the date of 0 stored at temperatures above 40°F(5°C). If GLENIUM 7500 shipment. User shall determine the suitability of the products for the intended use and admixture freezes,thaw and reconstitute by mechanical assume all risks and liability in connection therewith.Any authorized change In the printed recommendations concerning the use of our products must bear the signature of the BASF agitation. Technical Manager. Shelf Life:GLENIUM 7500 admixture has a minimum shelf This information and all further technical advice are based on BASF's present knowledge and life of 9 months. Depending on storage conditions,the 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 shelf life may be greater than stated. Please contact your intellectual property rights,especially patent rights. BASF SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL,INDIRECT OR INCIDENTAL DAMAGES(INCLUDING LOSS OF local sales representative regarding suitability for use and PROFITS)OF ANY KIND. BASF reserves the right to make any changes according to dosage recommendations if the shelf life of GLENIUM 7500 technological progress or further developments. admixture has been exceeded. For Professional use only. Not for sale to or use by the general public. Packaging GLENIUM 7500 admixture is supplied in 55 gal(208 L)drums, 275 gal(1040 L)totes and by bulk delivery. Related Documents Material Safety Data Sheets:GLENIUM 7500 admixture. • BASF Construction Chemicals Admixture Systems www.masterbuilders.com Master United States 23700 Chagrin Boulevard,Cleveland,Ohio 44122-5544•Tel:800 628-9990•Fax:216 839-8821 I NSF Canada 1500 Clark Boulevard,Brampton,Ontario L6T 4M7*Tel:800 387-5862•Fax:905 792-0651 Builders Construction Research&Technology GMBH NMI I0 BASF Construction Chemicals,2009*Printed in USA•12/09*LIT#2000025 4-,, p I X17 H ' D , ; 1 4 211M.8 �II X� i. 1 � 1 I lo 4'i I 1 I1 li II II� 1 �\ 00+6 o 1 4.1,4t,, Illpl I g"1111 \\ il • l' / h ; 11 t ' li 1 I I I