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ST1002-SP111116�t t �►,t }i ► L 1(e Southern Star Concrete. Inc. Office: (214) 651 -8020 240 Singleton Blvd. Fax: (214) 651 -1810 S Dallas, Texas 75212 Submittal No. 11684 Date Issued: 11/9/2011 Contractor: North Texas Bomanite Project: Bethel Road - 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 Intended Use 1083 3600 6SK1 LSXYC Paving 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 copv ou_r -office _withAl test results obtained on this concrete by independent testina laboratories. Thank you for your business and cooperation in this matter Janet Kinard Quality Services Office Manager 1992 - 2011 Digital Site Systems, Inc. Quadrel iService SM Southern Star Concrete, Inc. Telephone: (214) 651 -8020, 240 Singleton Blvd. Fax: (214) 651 -1810 Dallas, Texas 75212 Southern Submittal No. 11684 Date Issued: 11/912011 Customer: North Texas Bomanite Project: Bethel Road - Coppell, Texas Use: Paving Mix Code: 1083 Description Mfg. Source Mix Code must be used when ordering concrete. Tradename ASTM Spec. Gravity oz/cwt Weight (lb Type 1 -II Midlothian Ashgrove C - 150 3.15 564 1 " Hanson Aggregates #57 Hanson (Limestone) C - 33 2.68 1,840 Natural Sand Trinity Cottonwood Trinity Cottonwood C - 33 2.62 1,280 City City Water C - 94 1.00 255 Air Entrainer BASF MB AE 90 C -260 1.01 0.54 Type A Water Reducer BASF Pozzolith 80 C -494 1.20 3.37 Specified F'c : Specified Slump Specified Air: 3,600 psi @ 28 days 4.00 +/- 1.00 in. 4.50 +/- 1.50 % Designed Unit Weight: 145.9 Designed W/C Ratio: 0.45 Designed Volume: 27.00 lbs. /cu.ft. cu.ft. TOTAL 3,939 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). 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. 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 degrees, a Type A Water Reducer may be replaced with a Type D Water Reducer. 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 - 2011 Digital Site Systems, Inc. Quadrel iService sM Date: 11/9/2011 Mix Name: 1083 STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg Acc Accept Std Tests Slump Air Day Day Day Age Age Dev 30 4.33 3.71 3070 4340 5270 5270 28 450 AC1318 Rea' d 4200 DETAILED STRENGTH, Compression Either 4" x. 8" Or 6" x 12" Date Slump Air Strengths Acc Acc Age 3 Day 7 Day 28 Day Acc Age Age Run Avg 3 ------------------------------------------------------------------------ 11/15/2010 4.00 3.80 3980 5300 5300 28 3/7/2011 5.00 4.00 4420 5530 5530 28 3/7/2011 5.00 4.00 4210 5210 5210 28 5340 3/10/2011 4.00 4.80 5130 5980 5980 28 5570 3/22/2011 3.50 1.10 5520 6570 6570 28 5920 3/29/2011 5.00 3.20 4820 5800 5800 28 6110 3/31/2011 3.75 4.00 4160 5110 5110 28 5820 3/31/2011 5.00 1.40 5480 5730 5730 28 5540 4/7/2011 4.00 3.90 3900 4920 4920 28 5250 4/7/2011 4.50 3.80 3670 4640 4640 28 5100 4/11/2011 3.50 4.10 4230 5330 5330 28 4960 4/13/2011 5.25 4.20 4430 5450 5450 28 5140 5/13/2011 5.00 4.20 3070 4000 4780 4780 28 5190 6/6/2011 3.75 4.50 4040 5020 5020 28 5080 6/7/2011 4.75 3.50 4500 5590 5590 28 5130 6/10/2011 4.25 3.80 4090 4540 4540 28 5050 6/14/2011 3.50 3.80 4560 5140 5140 28 5090 6/27;2011 5.00 4.10 4230 5300 5300 28 4990 7/19;2011 2.50 3.90 3790 4880 4880 28 5110 7/20/2011 5.00 4470 5830 5830 28 5340 7/25/2011 4.00 3.40 4490 5410 5410 28 5380 7/27/2011 4.25 3.60 4420 5180 5180 28 5470 8/8/2011 4.50 2.70 4100 4820 4820 28 5140 8/10/2011 5.00 3.90 4300 5160 5160 28 5050 8/10/2011 4.50 4.30 4210 5180 5180 28 5050 8/10/2011 4.75 4.30 4020 5140 5140 28 5160 8/12/2011 4.75 3.00 4140 5030 5030 28 5120 8/161/2011 5.00 5.50 4240 4930 4930 28 5030 9/20%2011 5.00 2.00 4790 5910 5910 28 5290 9/20/2011 2.00 4.90 3950 4760 4760 28 5200 Units: US 1992 - 2011 Digital Site Systems, Inc. Quadrel !Service SM V! 0 r VJ P 9111 rri O ki Manson HEIDELSERO C EMENT Group 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 #777 Type: ASTM #57 (1" - #4) Crushed Lime Stone Report: 2011 -8 Lab NO: TS- Weekly -1.l Date: 09-28-11 Date: Received 09 -01 -11 ASTM METHOD TEST DESCRIPTIONS TEST RESULTS ASTM C -33 Specification 0.136 2" Sieve 100 % Passing -- - - - - -- C -136 1 -112" Sieve 100 % Passing 100 C -136 1" Sieve 95 % Passing 95 -100 C -136 3/4" Sieve 81 % Passing -- - - - - -- C -136 1/2" Sieve 43 % Passing 25 -60 C -136 3 /8" Sieve 22 % Passing - - - - - -- C - 136 #4 Sieve 7 % Passing 0 -10 C -136 #8 Sieve 3 %Passing 0 -5 C -136 #16 Sieve I %o Passing -- - - - - -- C -1 17 :Decant (- #200 Sieve Washed) C -127 Bulk Specific Gravity, SSD C -127 Absorption, C -29 Unit Weight (Dry Rodded), C -29 Unit Weight (Dry Loose), C -29 Voids Content (Dry Rodded), C -131 L.A. Abrasion, C- 1260 Potential Alkali Reactivity of Aggregates, C -88 Soundness by Sodium 36.9 Sulfate (5 cycles), C -88 Soundness by Magnesium 26.5 Sulfate (5 cycles), C -123 Light Weight Pieces, C -142 Clay Lumps and Friable Particles, C -25 Calcium Carbonate EQV, C -25 Acid Insoluble Residue, Note: 1" Commercial 1.35 % Passing 1.5 %az Max. 2.662 0.9 % 104.8 Lbs /Cua+t. 94.9 Lbs /Cu.Ft. 36.9 % 26.5 % Loss 50% Max. 0.03 % Exp. 0.1 % Max 2.50 % Loss 12 Nlax. 2.80 % Loss 18% Max. 0.01 % 0.5 % Max t)1 T1,k 0.01 %n 3.0% Max r b 1 96.0 %u .., 4.0 n In �> "'° , , ,. AT t y ,. a Vartatt Babakhanian, P,E, Technical Services Lab Manager Our letters, analysis and reports are for the eschtsivc use of the client to whom they are addressed, apply only to the samples tasted and/ or inspected and are not necessarily indicative of the grtaiities of apparently identical or similar products. This report small not be repttxiuced except in full and with the written approval of HANSON PLC. Adbb NW Cottonwood sand . 1 !! � EG - Report Date: October 17. 2011 Material 'resting Result 10 SAND, CONCRETE Sample ID: Cottonwood sand 0 Plant: MABANK Sample Date: 9/22/2011 100.0 Customer: Sample By: Jaccob Kieliszewski 0.4 Attention: Supplier: TRINITY No. 8 Project: Supplier Source: TRIN[TY- COTTONWOOD 85,2 Specification: ASTM C33 NATURAL SAN Supplier Reference No: 1234 100.2 200.5 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 2.8 2 . 8 0.4 99.6 95.0 100.0 No. 8 97.6 100.4 14 85,2 80.0 100.0 No. 16 100.2 200.5 29.7 70.3 50.0 85.0 No. 30 95,8 296.4 43.8 55.2 25.0 60.0 No. 50 247.8 544.2 80.5 19.5 5.0 30.0 No. 100 121 665.2 98.4 1.6 0.0 10.0 No. 200 9 674.2 99.7 0.3 0.0 3.0 Absorption 0.80 Fineness Modulus 168 Specific Gravity 2.64 Sand Equivalency 91 Decant Grading Curve 1 rn En tn ro o_ 0 m - 0 0 ci 6 o z z z z z z Sieve f Grading Min-Spec Max_Spec Tested By: Aaron Fuller Approved By: Matthew Chambers Date: 9/27/2011 Date: 10/1712011 Certification Number: t; A01<iNAL.GFIAAPEL[. �- =*: MY COMMISSION EXPIRES }; FGWayy 28, 2013 6 z ASH GROVE CEMENT COMPANY rX "S' G ROVE 900 Gifco Road Pest Office Box 520 " Midlothian. Texas 761165 Type 1 /11 Production Period: September 1 thru September 30, 2011 Date: 10/11/2011 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 Compressive strength (psi) CHEMICAL 1 Day AS.T.M. Test Spec. A Item Method Limit Test Result S10 %) C114 A 20.44 A 2 0 3 1 %) C114 6.0 max 5.00 Fe203 %) C114 6.0 max 3.22 Ca0( %) C114 A 64.98 M90 ( %) C114 6.0 max 0.8Z S0 %) C114 3.0 max Z.76 Loss on ignition ( %) 0114 3.0 max 1.53 Na %) C114 A 0.09 K ( %) C114 A 0.50 insoluble Residue ( %) C114 0.75 max OA3 CO2 I%) C114 A 1.09 Limestone ( %) per ASTM C114 5.0 max 3.0 Limestone ( %) per TXDOT 5.00% max. 3.0 Umestone ( %) perAHTD 5.00% ma3L 3.0 CaCO in limestone ( %) C114 70 min 82.61 Potential compounds ( %) C 0114 A 60 C C114 A 13 C C114 8 max 8 CAF C114 A 10 C,AF+2(C C124 A C +4.75C 0114 100 max 98 Compressive strength (psi) PHYSICAL 1 Day AS.T.M. Test A 2057 Item Method Spec. Limit Test Result Air content of mortar (volume %) C295 12 max 8 Fineness (crn /g): C109 A Air permovbility 0204 2800 min 3994 Autodave expansion ( %) CiSl 0.80 max 0.03 Compressive strength (psi) 1 Day 0109 A 2057 3 Days C209 1740 min 3832 7 Days C209 2760 min 4985 28 Days C109 A Tune of setting (minutes) I�t) Initial: Not less than C191 45 78 Initial: Not more than 375 OPTIONAL REQUIREMENTS ASTM C150/C150M -09, Tables 2 and 4 CHEMICAL PHYSICAL A.S.T.M. Test Spec. AS.T.M. Test Item Method Limit Test Result Item Method Spec Limit Test Result C,S + C ( %) C114 A False set I %) C451 A 79 Equivalent alkalies ( %) C114 0.60 0.42 Heat of hydration (kl /kg) Equivalent alkalies 95% mnf.Omit- 0.44min., 0.60max 7 days C186 A&D 347 A = Not applicable. 6 = Limit not specified by purchaser, 28 Days A ,test results provided for information only. C = Test "!wits for this period not available. D = Test results represent most recent values and is for irdon. ban only. We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements of ASTM C150-09 and AASHTO M85. The above described cement, at the time of shipment, is approved under NSF /ANSI Standard 61 for Portland Ce tt. Signature: Title: Chief Chemist loo Smolinski . - QUELINE CARBAJAL NO "iARY PUBLIC STATE OF TEXAS --omm. Expires 02 -24 -2014 cy�u.P ES A The Chemical Company s Description M B—AE 9 0 MB -AE 90 air - entraining admixture is for use in �. concrete mixtures. It meets the 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 Benefits Recommended for use in: , Improved resistance to damage from cyclic freezing and thawing Concrete exposed to cyclic freezing and R Improved resistance to scaling from deicing salts thawing & Improved plasticity and workability * Production of high - quality M Reduced permeability — increased watertightness normal or lightweight ` 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. MO Product Data The amount of MB -AE 90 admixture used will depend upon the amount of entrained air required under actual job conditions. In a trial mixture, use 1/4 to 4 fl oz/cwt (16 -260 mL/100 kg) of cementitious material. Measure the air content of the trial mixture, and, if needed, either increase or decrease the quantity of MB -AE 90 admixture to obtain the desired air content. In mixtures containing water - reducing or set - control admixtures, the amount of MB -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 MB -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 MB -AE 90 admixture is required to obtain the desired air content, consult your BASF Construction Chemicals 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 MB -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. 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 any post - hatching addition to an air - entrained concrete mixture. Product Notes Corrosivity — Non - Chloride, Non - Corrosive: MB -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: MB -AE 90 admixture may be used in combination with any BASF Construction Chemicals 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 and Handling Storage Temperature: MB -AE 90 admixture should be stored and dispensed at 31 °F ( -0.5 °C) or higher. Although freezing does not harm this product, precautions should be taken to protect it from freezing. If MB -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: MB -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 BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of MB- AE 90 admixture has been exceeded. Safety: Chemical goggles and gloves are recommended when transferring or handling this material. Packaging MB -AE 90 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: MB -AE 90 admixture. Additional Information For additional information on MB -AE 90 admixture, or its use in developing a concrete mixture with special peformance characteristics, contact your BASF Construction 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.masterbuiiders.com Master �1< United States 2370D Chagrin Boulevard, Cleveland, Ohio 44122 -5544 r, Tel: 800 628 -9990 r Fax: 216 839 -8821 � ! i Canada 1800 Clark Boulevard, Brampton, Ontario L6T 41VI7 Tel: 800 387 -5862 �, Fax: 905 792 -0651 Builders TmBASF Construction Chemicals, LLC © BASF Construction Chemicals, LLC 2007 :; Printed in USA aR 03/07 �= LIT # 1017027 BASS t y The Chemical Company Description POZZOLITH 80 Pozzolith 80 ready -to -use, liquid admixture is used for making more uniform and - predictable quality concrete. Features Pozzolith 80 admixture Reduced water content required for a given workability meets ASTM C 494/C 494M requirements for Type A, water- 4 Controlled setting characteristics — normal or retarded reducing, Type B, retarding, and Benefits Type D, retarding and water - reducing, admixtures. i ', Increased compressive and flexural strength z Improved workability Applications Reduced segregation Recommended for use in: Flexibility in the scheduling of placing and finishing operations Prestressed concrete Offsets effects of early stiffening during extended delays between mixing and placing c Precast concrete Helps eliminate cold joints Reinforced concrete v Dead -load deflection can take place (before concrete sets) in extended pours for k Shotcrete bridge decks, cantilevers, nonshored structural elements, etc. 0 Lightweight concrete °- Peak temperature and /or rate of temperature rise lowered in mass concrete thereby t Pumped concrete reducing thermal cracking 4x4TA Concrete performance Characteristics Pervious Concrete Rate of Hardening: The temperature of the concrete mixture and the ambient c Rheodynamic® Self- temperature affect the hardening rate of concrete. At higher temperatures, concrete Consolidating Concrete stiffens more rapidly which may cause problems with placing and finishing. The dosage (SCC) range of Pozzolith 80 admixture can be varied to provide the desired setting characteristics. Guidelines for Use Dosage: Depending on the setting characteristics desired, Pozzolith 80 admixture is recommended for use within the dosage range of 3 -10 fl oz/cwt (195 -650 mL/100 kg) of 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 BASF Construction Chemicals representative. r Product Data w r Product Notes Corrosivity - Non - Chloride, Non - Corrosive: Pozzolith 80 admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally -added calcium chloride or other chloride -based ingredients. Compatibility: Pozzolith 80 admixture may be used in combination with any BASF Construction Chemicals admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mix. Storage and Handling Storage Temperature: If Pozzolith 80 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: Pozzolith 80 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of Pozzolith 80 admixture has been exceeded. Packaging Pozzolith 80 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: Pozzolith 80 admixture. Additional Information For additional information on Pozzolith 80 admixture or its use in developing a concrete mix with special performance characteristics, contact your BASF Construction 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 $ United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 -5544 Tel: 800 628 -9990 + Fax: 216 839 -8821 aster Canada 1800 Clark Boulevard, Brampton, Ontario L6T 4M7 Tel: 800 387 - 5862 , Fax: 905 792 -0651 B uilders +1 1 ® Construction Research & Technology GMBH © BASF Construction Chemicals, LLC 2007 £, Printed in USA a„ 09/08 =, LIT # 1017032 BASF The Chemical Company Description Pozzolith 300 R ready -to -use, liquid admixture is used for making more uniform and predictable high - performance concrete while retarding its setting time to facilitate placing and finishing operations. It meets ASTM C 494/C 494M requirements for Type B, retarding, and Type D, water - reducing and retarding, admixtures. Applications Recommended for use in: ff Prestressed concrete Precast concrete Reinforced concrete Shotcrete 0! Lightweight or normal weight concrete Pumped concrete 4x4TM Concrete Pervious Concrete POZZOLITH® 300 R N 3 m Features Reduced water content required for a given workability 1r,; Retarded setting characteristics I1, Improved workability Reduced segregation L Superior finishing characteristics for flatwork and cast surfaces Moderate to extended retardation — depending on the dosage rate Dead -load deflection can take place (before concrete sets) in extended pours for bridge decks, cantilevers, nonshored structural elements, etc. Benefits Flexibility in the scheduling of placing and finishing operations Offsets the effects of early hardening during extended delays between mixing and placing ;i Helps eliminate cold joints N. Peak temperature and /or rate of temperature rise in mass concrete lowered thereby reducing thermal cracking Increased compressive and flexural strength Performance Characteristics ' Rheodynamic® Self- Concrete produced with Pozzolith 300 R admixture will have rapid strength development Consolidating Concrete after initial set occurs. It develops higher early (24 -hour) and ultimate strengths than plain (SCC) concrete when used within the recommended dosage range, under normal, comparable curing conditions. When Pozzolith 300 R admixture is used in heat -cured concrete, the length of the preheating period should be increased until initial set of the concrete is achieved. The actual heat - curing period is then reduced accordingly to maintain existing production cycles without sacrificing early or ultimate strengths. Rate of Hardening: The temperature of the concrete mixture and the ambient temperature (forms, earth, reinforcement, air, etc.) affect the hardening rate of concrete. At higher temperatures, concrete hardens more rapidly which may cause problems with placing and finishing. Pozzolith 300 R admixture retards the set of concrete. Within the normal dosage range, it will generally extend the working and setting times of concrete containing normal portland cement approximately 1 hour to 5 hours compared to that of a plain concrete mixture depending on job materials and temperatures. Trial mixtures should be made with job materials approximating job conditions to determine the dosage required. l Product Data. Guidelines for Use Dosage: Pozzolith 300 R admixture is recommended for use at a dosage of 4 ± 1 fl oz /cwt (260 ± 65 mL/100 kg) of cementitious materials for most concrete mixtures using typical 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 BASF Construction Chemicals representative. Product Notes Corrosivity — Non - Chloride, Non - Corrosive: Pozzolith 300 R admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally -added calcium chloride or other chloride -based ingredients. Compatibility: Pozzolith 300 R admixture may be used in combination with any BASF Construction Chemicals admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mix. Storage and Handling Packaging Pozzolith 300 R admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: Pozzolith 300 R admixture. Additional Information For additional information on Pozzolith 300 R admixture or its use in developing a concrete mixture with special performance characteristics, contact your BASF Construction 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. Storage Temperature: If Pozzolith 300 R 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: Pozzolith 300 R admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of Pozzolith 30OR admixture has been exceeded. BASF Construction Chemicals, LLC Admixture Systems www.masterbuilders.com e United States 23700 Chagrin Boulevard, Cleveland. Ohio 44122 -5544 r Tel: 800 628 -9990 Nei Fax: 216 839 -8821 aster Canada 1800 Clark Boulevard, Brampton, Ontario L6T 4M7 H Tel: 800 3B7 -5862 K Fax: 905 792 -0651 *1 1 B u il ders ® Construction Research & Technology GMBH © BASF Construction Chemicals, LLC 2007 n Printed in USA � 03/07 F LIT # 1016970 Southern Star Concrete, Inc. Office: (214) 651 -8020 " 240 Singleton Blvd. Fax: (214) 651 -1810 Dallas, Texas 75212 Southern Submittal No. 11684 Date Issued: 11/9/2011 Contractor: North Texas Bomanite Project: Bethel Road - 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 Intended Use 1083 3600 6SK1 LSXYC Paving 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 s mth 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 Quality Services Office Manager 1992 - 2011 Digital Site Systems, Inc. Quadrel iService R.M. Southern Star Concrete, Inc. Telephone: (214) 651 -8020 s 240 Singleton Blvd. Fax: (214) 651 -1810 Dallas, Texas 75212 Southern t Submittal No. 11684 Date Issued: 11/9/2011 Customer: North Texas Bomanite Project: Bethel Road - Coppell, Texas Use: Paving Mix Code: 1083 Description Mfg. Source Mix Code must be used when ordering concrete. Tradename ASTM Spec. Gravity oz/cwt Weight (lb Type 1 -II Midlothian Ashgrove C - 150 3.15 564 1 " Hanson Aggregates #57 Hanson (Limestone) C - 33 2.68 1,840 Natural Sand Trinity Cottonwood Trinity Cottonwood C - 33 2.62 1,280 City City Water C - 94 1.00 255 Air Entrainer BASF MB AE 90 C -260 1.01 0.54 Type A Water Reducer BASF Pozzolith 80 C -494 1.20 3.37 Specified F'c : Specified Slump Specified Air: 3,600 psi @ 28 days 4.00 +/- 1.00 in. 4.50 +/- 1.50 % Designed Unit Weight: 145.9 Designed W/C Ratio: 0.45 Designed Volume: 27.00 lbs. /cu.ft. cu.ft. TOTAL 3,939 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). 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. 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 degrees, a Type A Water Reducer may be replaced with a Type D Water Reducer. 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: 1 Janet Kinard Quality Services Office Manager 1992 - 2011 Digital Site Systems, Inc. Quadrel iService SM Date: 11/9/2011 Mix Name: 1083 STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg Acc Accept Std Tests Slump Air Day Day Day Age Age Dev 30 4.33 3.71 3070 4340 5270 5270 28 450 ACI318 Req' d 4200 DETAILED STRENGTH, Compression Either 4" r, 8" Or 6" x- 12" Date Slump Air Strengths Acc Acc Age 3 Day 7 Day 28 Day Acc Age Age Run Avg 3 ------------------------------------------------------------------------ 11/15/2010 4.00 3.80 3980 5300 5300 28 3/7/2011 5.00 4.00 4420 5530 5530 28 3/7/2011 5.00 4.00 4210 5210 5210 28 5340 3/10/2011 4.00 4.80 5130 5980 5980 28 5570 3/22/2011 3.50 1.10 5520 6570 6570 28 5920 3/29/2011 5.00 3.20 4820 5800 5800 28 6110 3/31/2011 3.75 4.00 4160 5110 5110 28 5820 3/31/2011 5.00 1.40 5480 5730 5730 28 5540 4/7/2011 4.00 3.90 3900 4920 4920 28 5250 4/7/2011 4.50 3.80 3670 4640 4640 28 5100 4/11/2011 3.50 4.10 4230 5330 5330 28 4960 4/13/2011 5.25 4.20 4430 5450 5450 28 5140 5/13/2011 5.00 4.20 3070 4000 4780 4780 28 5190 6/6/2011 3.75 4.50 4040 5020 5020 28 5080 6/7/2011 4.75 3.50 4500 5590 5590 28 5130 6/10/2011 4.25 3.80 4090 4540 4540 28 5050 6/14/2011 3.50 3.80 4560 5140 5140 28 5090 6/27/2011 5.00 4.10 4230 5300 5300 28 4990 7/19/2011 2.50 3.90 3790 4880 4880 28 5110 7/20/2011 5.00 4470 5830 5830 28 5340 7/25/2011 4.00 3.40 4490 5410 5410 28 5380 7/27/2011 4.25 3.60 4420 5180 5180 28 5470 8/8/2011 4.50 2.70 4100 4820 4820 28 5140 8 %10/2011 5.00 3.90 4300 5160 5160 28 5050 8;10!2011 4.50 4.30 4210 5180 5180 28 5050 811012011 4.75 4.30 4020 5140 5140 28 5160 8/12/2011 4.75 3.00 4140 5030 5030 28 5120 8/16/2011 5.00 5.50 4240 4930 4930 28 5030 9/20/2011 5.00 2.00 4790 5910 5910 28 5290 9/20/2011 2.00 4.90 3950 4760 4760 28 5200 Units: US 1992 - 2011 Digital Site Systems. Inc. Quadrel iService Rnn i,3Wr~' W C' =9 1"A i r1c2n.-swon 0 Is r EIDELDERGCEMENTGrotip Hanson Aggregates Southwest Region Technical Services Lab 1000N. MacArthur Blvd. Grand Prairie, TX 75050 Tel. 972 - 260 -3646 Fax. 972 -260 -3655 Www.hansonplc.colil MATERIALS EVALUATION Coarse Aggregates Source: Hanson rte Bridgeport (Perch -Hill) Plant Technical Services #777 Type: ASTM #57 (1" - #4) Crushed Lime Stone Report: 2011-8 Lab No: TS- Weekly -1 I Date: 09-28-11 Date: Received 09 -01 -11 ASTM METHOD TEST DESCRIPTION TEST RESULTS ASTM C -33 Specification C -136 2" Sieve 100 % Passim, -- - - - - -- C -136 1 -1/2 "Sieve C -1260 100 %Passing 1.00 C -136 I" Sieve 95 % Passing 95 -100 C -136 3/4" Sieve 81 % Passing -- - - - - -- C- 136 1/2" Sieve 43 %Passing 25 -60 C- 136 3/8" Sieve 22 % Passing - - - - - -- C -136 #4 Sieve 7 %° Passing 0 -10 C -136 #8 Sieve 3 % Passing 0 -5 C -136 916 Sieve 1 °/o Passing -- - - - - -- C -1 17 Decant (- P200 Sieve Washed) C -127 Bulk Specific Gravity, SSD C -127 Absorption, C -29 Unit Weight (Dry Nodded), C -29 Unit Weight (Dry Loose), C -29 Voids Content (Dry Rodded), C -131 L.A. Abrasion, C -1260 Potential Alkali Reactivity of Aggregates, C -88 Soundness by Sodium Sulfate (5 cycles), C -88 Soundness by Magnesium Sulfate (5 cycles), ......... C -123 Light Weight Pieces, C -142 Clay Lumps and Friable Particles, C -25 Calcium Carbonate EQV, C -25 Acid Insoluble Residue, Note. l" Commercial 1.35 % Passing 1.5% Max. 2,662 0.9 % 104.8 Lbs /Cu.It. 949 Lbs /Cu.Ft, 36.9 % 26.5 % Loss 50% Max. 0.03 % Exp. 0.1 % Max 2.50 %Loss 12% Max. 2.80 % Loss 18 %° Max. a aoy 0.01 % 0.5% Max 4C ()t 1 I 0.01 % 3.0% Max4 ` # 96.0 °1° 4.0 °la Vartaii Babaklanian, P.E. Technical Services Lab Manager Our letter;, analysis and reports are for the exclusive rise or the client to whom they are addressed. apply only to the samples tested and/ or inspected and are no: necessarily indicative, of the qualities of apparently identical or similar products. This report shall not be reproduced except in Full and wittit lie written approval or HANSON PLC. Report Date: October 17. 2011 f it 1 !fA (!lf 1 l £�( 1 4 ♦ A .NIW T1 1t I W �G CC:I[�At1T Mnterini 'resting Resit 10 SAND, CONCRETE Sample ID: Cottonwood sand Plant: MABANK Sample Date: 9122/2011 Customer: Sample By: Jaccob Kieliszewski Attention: Supplier. TRINITY Project: Supplier Source: TRINITY - COTTONWOOD Specification: ASTM C33 NATURAL SAN Supplier Refere Na: 1234 Min Max Grading Curve 1 CM m o_ 0 6 o z z z z z ` Grading Grading (Wn_Spec Max_Spec Sieve Mass Cumulative % % Passing % Pass Specification (mm) Retained Mass Retained ^� Y Febwary 28, 2013 Min Max 318^ 0 0 0.0 100.0 100.0 100.0 No. 4 2.8 2.8 0.4 99.6 95.0 100.0 No. 8 97.6 100.4 14.8 85.2 80.0 100.0 No. 16 100.2 200.6 29.7 70.3 50.0 85.0 No. 30 95.8 296.4 43,8 56.2 25.0 60.0 No. 50 247.8 544.2 80,5 19.5 5.0 30.0 No. 100 121 665.2 98.4 1.6 0.0 10.0 No. 200 9 674.2 99.7 0.3 0.0 3.0 Absorption 0.80 Fineness Modulus 2.68 Specific Gravity 2.64 Sand Equivalency 91 Decant Grading Curve 1 CM m o_ 0 6 o z z z z z ` Sieve Grading (Wn_Spec Max_Spec Tested By: Aaron Fuller Approved By: Matthew Chambers Date: 9/27/2011 Date: 10117/2011 Certification Number: � nt �t 6 : DIM L CHAP ?Flt My COMMISSION EXPIFIES 1i ^� Y Febwary 28, 2013 l,{ J ASH GROVE CEMENT COMPANY ri - S - H GROVE 9000ffto Read Post Office Box 520 0 a Midlothian, Tens 76065 Type 1/11 Production Period: September 1 thru September 30, 2011 Date: 10/11 /2011 The following information is based on average test data during the production period. The data is typical of oement shipped from the Midlothian, Texas plant. Individual shipments may vary. STANDARD REQUIREMENTS ASTM C150/C150M-09 PHYSICAL AS.T.M. Test Item Mebwd Spec. limit Test Rauh Air content of mortar (volume %) C285 12 max 8 Fineness (an /8): Air permeability Autodave expansion ( %) Compressive strength (psi) 1 Day 3 Days 7 Days 28 Days Time of setting I minutes) (vkat) Initial: Not less than Initial: Not more than C204 CHEMICAL 3994 C151 0.80 max AS.T.M. Test Spec. 0109 Item Method Limit Test Result S10 %) C114 A 20.44 AI %) C124 6.0 max 5.00 Fe %) C214 6.0 max 3.22 Cao( %) C114 A 64.98 M90 ( %) C114 6.0 max 0.82 50 %) C114 3.0 max 2.76 Loss on ignition ( %) C114 3.0 max 1.53 Na ( %) C114 A 0.09 K M) C114 A 0.50 Insoluble Residue ( %) C114 0.75 max OA3 CO %) C114 A 1.08 Limestone ( %) per ASTM C114 5.0 max 3.0 Limestone ( %) per TXDOT SAM max. 3.0 Limestone ( %) p-AHTD 5.00% max. 3.0 CaCO3 in limestone ( %) C114 70 min 82.61 Potential compounds ( %) C C114 A 60 C C114 A 13 C C114 8 max 8 CAF C114 A 10 C 0114 A C + 4.75 C C114 100 max 98 PHYSICAL AS.T.M. Test Item Mebwd Spec. limit Test Rauh Air content of mortar (volume %) C285 12 max 8 Fineness (an /8): Air permeability Autodave expansion ( %) Compressive strength (psi) 1 Day 3 Days 7 Days 28 Days Time of setting I minutes) (vkat) Initial: Not less than Initial: Not more than C204 2800 min 3994 C151 0.80 max 0.03 0109 A 2057 C109 1740 min 3832 0109 2760 min 4965 C209 A C191 45 78 375 OPTIONAL REQUIREMENTS ASTM C150/C250M -09, Tables 2 and 4 CHEMICAL PHYSICAL A.S.T.M. Test Spec. AS.T.M. Test Item Method Limit Test Result Item Method Spec. Limit Test Result C + C ( %) C114 A False set ( %) C451 A 79 Equivalent alkalies I %) C114 0.60 0.42 Heat of hydration (kl /kg) Equivalent alkalies 95% cmd.Omh- 0.44min., 0.60max 7 days C386 A&D 347 A = Not applicable. B = Limit not specified by purchaser, 28 Days A ,test results provided for information only. C = Test results for this period not available. 0 = Test results represent most recent vakws 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 CSSO-09 and AASHTO M85. The above described cement, at the time of shipment, Is approved under NSF /ANSI Standard 61 for Portland Signature: Title: Chief Chemist Lao SmoRnski --- � �tr�r, °, , .. QUE -INE CARBAJAL �'' NMARY PUBLIC /6 STATE OF TEXA5 'tFOrt + � Comm. Expires 02 -24 -2014 FNIA � BASF y, The Chemical Company Description M V — AE TM 9 0 MB -AE 90 air- entraining admixture is for use in concrete mixtures. It meets the° 1 , _, - � � 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 Benefits Recommended for use in: ', Concrete exposed to Improved resistance to damage from cyclic freezing and thawing cyclic freezing and S, Improved resistance to scaling from deicing salts thawing > Improved plasticity and workability Production of high - quality ff, 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. 1 0 Uri Product Data , m NS The amount of MB -AE 90 admixture used will depend upon the amount of entrained air required under actual job conditions. In a trial mixture, use 114 to 4 fl oz/cwt (16 -260 mL/100 kg) of cementitious material. Measure the air content of the trial mixture, and, if needed, either increase or decrease the quantity of MB -AE 90 admixture to obtain the desired air content. In mixtures containing water- reducing or set - control admixtures, the amount of MB -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 MB -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 MB -AE 90 admixture is required to obtain the desired air content, consult your BASF Construction Chemicals 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 MB -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. 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 any post - batching addition to an air - entrained concrete mixture. Product Notes Corrosivity — Non - Chloride, Non - Corrosive: MB -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: MB -AE 90 admixture may be used in combination with any BASF Construction Chemicals 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 and Handling Storage Temperature: MB -AE 90 admixture should be stored and dispensed at 31 °F ( -0.5 °C) or higher. Although freezing does not harm this product, precautions should be taken to protect it from freezing. If MB -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: MB -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 BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of MB- AE 90 admixture has been exceeded. Safety: Chemical goggles and gloves are recommended when transferring or handling this material. Packaging MB -AE 90 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: MB -AE 90 admixture. Additional Information For additional information on MB -AE 90 admixture, or its use in developing a concrete mixture with special peformance characteristics, contact your BASF Construction 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 United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 -5544 ," Tel: 800 628 -9990 K" Fax: 216 839 -8821 Mast er Canada 1800 Clark Boulevard, Brampton, Ontario 1_6T 4M7 r Tel: 800 3B7 -5862 :': Fax: 905 792 -0651 nit1 1 S TmBASF Construction Chemicals, LLC 0 BASF Construction Chemicals, LLC 2007 r Printed in USA iP 03/07 K LIT # 1017027 y BASF The Chemical Company 6 i Description ppZZOLITH° 80 Pozzolith 80 ready -to -use, liquid admixture is used for x. making more uniform and predictable quality concrete. Features Pozzolith 80 admixture Reduced water content required for a given workability meets ASTM C 494/C 494M requirements for Type A, water- Controlled setting characteristics — normal or retarded reducing, Type B, retarding, and Benefits Type D, retarding and water - reducing, admixtures. Increased compressive and flexural strength Improved workability Applications Reduced segregation Recommended for use in: F Flexibility in the scheduling of placing and finishing operations Prestressed concrete €; Offsets effects of early stiffening during extended delays between mixing and placing v Precast concrete Helps eliminate cold joints Reinforced concrete Dead -load deflection can take place (before concrete sets) in extended pours for Shotcrete bridge decks, cantilevers, nonshored structural elements, etc. Lightweight concrete Peak temperature and /or rate of temperature rise lowered in mass concrete thereby Pumped concrete reducing thermal cracking 4x4T Concrete performance Characteristics '+ Pervious Concrete Rheodyna Self- Rate of Hardening: The temperature of the concrete mixture and the ambient n g temperature affect the hardening rate of concrete. At higher temperatures, concrete Consolidating Concrete stiffens more rapidly which may cause problems with placing and finishing. The dosage (SCC) range of Pozzolith 80 admixture can be varied to provide the desired setting characteristics. Guidelines for Use Dosage: Depending on the setting characteristics desired, Pozzolith 80 admixture is recommended for use within the dosage range of 3 -10 fl oz/cwt (195 -650 mL/100 kg) of 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 BASF Construction Chemicals representative. Product Data. .. 7," 7 7, Product Notes Corrosivity — Non- Chloride, Non - Corrosive: Pozzolith 80 admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally -added calcium chloride or other chloride -based ingredients. Compatibility: Pozzolith 80 admixture may be used in combination with any BASF Construction Chemicals admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mix. Storage and Handling Storage Temperature: If Pozzolith 80 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: Pozzolith 80 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of Pozzolith 80 admixture has been exceeded. Packaging Pozzolith 80 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: Pozzolith 80 admixture. Additional Information For additional information on Pozzolith 80 admixture or its use in developing a concrete mix with special performance characteristics, contact your BASF Construction 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 M a st er United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 -5544 , Tel: 800 628 -9990 = Fax: 216 B39 -8821 Canada 1800 Clark Boulevard, Brampton, Ontario L6T 4M7 Tel: 800 387 -5862 , Fax: 905 792 -0651 n +1 1 i 5 �� ® Construction Research & Technology GMBH © BASF Construction Chemicals, LLC 2007 1 Printed in USA , 09/06 - LIT # 1017032 BASF The Chemical Company_.._.. Description POZZOLITH® 300 R Pozzolith 300 Rready -to -use, liquid admixture is used for E Y^ T making more uniform and dam 4. a Y> W a.✓,;: N �,.. mA . a m r predictable high - performance Features concrete while retarding its setting time to facilitate placing ,; Reduced water content required for a given workability and finishing operations. ' Retarded setting characteristics It meets ASTM C 494/C ' Improved workability 494M requirements for Type 9 Reduced segregation B, retarding, and Type Superior finishing characteristics for flatwork and cast surfaces water- reducing and retarding, admixtures. E Moderate to extended retardation — depending on the dosage rate r. Dead -load deflection can take place (before concrete sets) in extended pours for Applications bridge decks, cantilevers, nonshored structural elements, etc. Recommended for use in: Benefits Prestressed concrete Precast concrete 6 1 ' Flexibility in the scheduling of placing and finishing operations Reinforced concrete Offsets the effects of early hardening during extended delays between mixing and placing ' Shotcrete Helps eliminate cold joints Ift Lightweight or normal Peak temperature and /or rate of temperature rise in mass concrete lowered thereby weight concrete reducing thermal cracking Pumped concrete increased compressive and flexural strength 4x4 TM Concrete ,' Pervious Concrete Performance Characteristics Rheodynamic® Self- Concrete produced with Pozzolith 300 R admixture will have rapid strength development Consolidating Concrete after initial set occurs. It develops higher early (24 -hour) and ultimate strengths than plain (SCC) concrete when used within the recommended dosage range, under normal, comparable curing conditions. When Pozzolith 300 R admixture is used in heat -cured concrete, the length of the preheating period should be increased until initial set of the concrete is achieved. The actual heat - curing period is then reduced accordingly to maintain existing production cycles without sacrificing early or ultimate strengths. Rate of Hardening: The temperature of the concrete mixture and the ambient temperature (forms, earth, reinforcement, air, etc.) affect the hardening rate of concrete. At higher temperatures, concrete hardens more rapidly which may cause problems with placing and finishing. Pozzolith 300 R admixture retards the set of concrete. Within the normal dosage range, it will generally extend the working and setting times of concrete containing normal portland cement approximately 1 hour to 5 hours compared to that of a plain concrete mixture, depending on job materials and temperatures. Trial mixtures should be made with job materials approximating job conditions to determine the dosage required. Product Data: Guidelines for Use Dosage: Pozzolith 300 R admixture is recommended for use at a dosage of 4 ± 1 fl oz /cwt (260 ± 65 mUl00 kg) of cementitious materials for most concrete mixtures using typical 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 BASF Construction Chemicals representative. Product Notes Corrosivity — Non- Chloride, Non - Corrosive: Pozzolith 300 R admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally -added calcium chloride or other chloride -based ingredients. Compatibility: Pozzolith 300 R admixture may be used in combination with any BASF Construction Chemicals admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mix. Storage and Handling Packaging Pozzolith 300 R admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: Pozzolith 300 R admixture. Additional Information For additional information on Pozzolith 300 R admixture or its use in developing a concrete mixture with special performance characteristics, contact your BASF Construction 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. Storage Temperature: If Pozzolith 300 R 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: Pozzolith 300 R admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of Pozzolith 30OR admixture has been exceeded. BASF Construction Chemicals, LLC Admixture Systems www.masterbuilders.com e p United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 -5544 V Tel: 800 628 -9990 X Fax: 216 839 -8821 aster Canada 1800 Clark Boulevard, Brampton, Ontario 1_6T 4M7 Tel: 800 387-5862 #`; Fax: 905 792 -0651 u *1d s, ® Construction Research & Technology GMBH Co BASF Construction Chemicals, LLC 2007 F ': Printed in USA k 03/07 r. +i+ LIT # 1016970 Southern Star Concrete, Inc. Office: (214) 651 -8020 e1+ 240 Singleton Blvd. Fax: (214) 651 -1810 Dallas, Texas 75212 • a Submittal No. 11684 Date Issued: 11/9/2011 Contractor: North Texas Bomanite Project: Bethel Road - 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 Intended Use 1083 3600 6SK1LSXYC Paving 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 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 Quality Services Office Manager 1992 - 2011 Digital Site Systems, Inc. Quadrel iService zhA Southern Star Concrete Inc. Telephone: (214) 651 -8020 240 Singleton Blvd. Fax: (214) 651 -1810 Dallas, Texas 75212 # 4 Submittal No. 11684 Date Issued: 11/9/2011 Customer: North Texas Bomanite Project: Bethel Road - Coppell, Texas Use: Paving Mix Code: 1083 Description Mfg. Source Mix Code must be used when ordering concrete. Tradename ASTM Spec. Gravity oz /cwt Weight Ib Type 1 -II Midlothian Ashgrove C - 150 3.15 564 1 ° Hanson Aggregates #57 Hanson (Limestone) C - 33 2.68 1,840 Natural Sand Trinity Cottonwood Trinity Cottonwood C - 33 2.62 1,280 City City Water C - 94 1.00 255 Air Entrainer BASF MB AE 90 C -260 1.01 0.54 Type A Water Reducer BASF Pozzolith 80 C -494 1.20 3.37 Specified F'c : Specified Slump Specified Air: 3,600 psi @ 28 days 4.00 +/- 1.00 in. 4.50 +/- 1.50 % Designed Unit Weight: 145.9 Designed W/C Ratio: 0.45 Designed Volume: 27.00 lbs. /cu.ft. cu.ft. TOTAL 3,939 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). 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. 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 degrees, a Type A Water Reducer may be replaced with a Type D Water Reducer. 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 independen testing laboratories. COMMENTS: t � Janet Kinard Quality Services Office Manager 1992 - 2011 Dioital Site Svstems, Inc. Quadrel iService 4M Date: 11/9122 0 11 Mix Name: 1083 STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Ava 3 Avg 7 Avg 28 Avq Acc Accept Std Tests Slump Air Day Day Dav Age Age Dev 30 4.33 3.71 3070 4340 5270 5270 28 450 ACI318 Req'd 4200 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Date Slump Air Strengths Acc Acc Age 3 Day 7 Day 28 Day Acc Age Aae Run Avg 3 ------------------------------------------------------------------------ 11/15/2010 4.00 3.80 3980 5300 5300 28 3/7/2011 5.00 4.00 4420 5530 5530 28 3/7/2011 5.00 4.00 4210 5210 5210 28 5340 3/10/2011 4.00 4.80 5130 5980 5980 28 5570 3/22/2011 3.50 1.10 5520 6570 6570 28 5920 3/29/2011 5.00 3.20 4820 5800 5800 28 6110 3/31/2011 3.75 4.00 4160 5110 5110 28 5820 3/31/2011 5.00 1.40 5480 5730 5730 28 5540 4/7/2011 4.00 3.90 3900 4920 4920 28 5250 4/7/2011 4.50 3.80 3670 4640 4640 28 5100 4/11/2011 3.50 4.10 4230 5330 5330 28 4960 4/13/2011 5.25 4.20 4430 5450 5450 28 5140 5/13/2011 5.00 4.20 3070 4000 4780 4780 28 5190 6/6/2011 3.75 4.50 4040 5020 5020 28 5080 6/7/2011 4.75 3.50 4500 5590 5590 28 5130 6/10/2011 4.25 3.80 4090 4540 4540 28 5050 6/14/2011 3.50 3.80 4560 5140 5140 28 5090 6/27/2011 5.00 4.10 4230 5300 5300 28 4990 7/19/2011 2.50 3.90 3790 4880 4880 28 5110 7/20/2011 5.00 4470 5830 5830 28 5340 7/25/2011 4.00 3.40 4490 5410 5410 28 5380 7/27/2011 4.25 3.60 4420 5180 5180 28 5470 8/8/2011 4.50 2.70 4100 4820 4820 28 5140 8/10/2011 5.00 3.90 4300 5160 5160 28 5050 8/10/2011 4.50 4.30 4210 5180 5180 28 5050 8/10/2011 4.75 4.30 4020 5140 5140 28 5160 8/12/2011 4.75 3.00 4140 5030 5030 28 5120 8/16/2011 5.00 5.50 4240 4930 4930 28 5030 9/20/2011 5.00 2.00 4790 5910 5910 28 5290 9/20/2011 2.00 4.90 3950 4760 4 28 5200 Units: US 1992 - 2011 Digital Site Systems, Inc. Quadrel iService ¢na 1 111111 ' N IN W ml m 11111110111111111 4"1" M&W% MCI on HEIDELBERGiCi MENTGraup Hanson Aggregates Southwest Region Technical Services Lab 1000 N. MacArthur Blvd. Grand Prairie, TX 75050 Tel, 972 - 260 -3646 Fax. 972- 260 -3655 www.hansonpic.com MATERIALS EVALUATION Coarse Aggregates Source: Hanson @ Rridgeport (Pereh -Hilt) Plant Technical Services #777 Type: ASTM #57 (1" - #4) Crushed Lime Stone Report: 2011 -8 Lab NO: TS- Weekly -1 I Date: 09-28-11 Date: Received 09 -01 -11 ASTM METHOD TEST DESCRIPTION TEST RESULT'S ASTM C -33 Specification C- 136 2" Sieve 100 % Passing -- - - - - -- C -136 1 -1/2" Sieve 100 % Passing 100 C -136 1" Sieve 95 o ho Passins 95 -100 C -136 3/4" Sieve 81 % Passing -- - - - - -- C -136 1/2" Sieve 43 % Passing 25 -60 C- 136 3/8" Sieve 22 % Passing - - - - - -- C -136 #4 Sieve 7 % Passing 0 -10 C -136 #8 Sieve 3 % Passing 0 -5 C -136 #16 Sieve l % Passing -- - - - - -- C -1 17 Decant (- 920.0 Sieve Washed) C -127 Faulk Specific Gravity, SSD C -127 Absorption, C -29 Unit Weight (Dry Rodded), C -29 Unit Weight (Dry Loose), C -29 Voids Content (Dry Rodded), C -131 L.A. Abrasion, C -1260 Potential Alkali Reactivity of Ag C -88 Soundness by Sodium ° 1n Sulfate (5 cycles), .............. C -88 Soundness by Magnesium t} Sulfate (5 cycles), C -123 Light Weight Pieces, C -142 Clay Lumps and Friable Particles, C -25 Calcium Carbonate EQV, C -25 Acid Insoluble Residue, Note: .l" Commercial 1.35 % Passing 1.5% Max. 2.662 % Loss 0.9 % 104.8 Lbs /CuYt. 94.9 Lbs /Cu.Ft. 36.9 % 26.5 % Loss 50% Max. 0.03 % Exp. 0.1 % Max 2,50 % Loss 12% Max. 2.80 % Loss 18% Max. ,1 %11 0.01 % 0.5% Max 0F, rt.,k, 0.01 % 3.0% Max r ' r 96.0 ° 1n 4.0 % t} y11 +>11 tilfa Vartan Babakhanian, Y.E. Technical Services Lab Manager Our letters, analysis, and reports are for the exclusive use of thee client to whcnn they are addressed, apply only to the samples tested and/ or inspected and are not necessarily indicative of the dualities of apparently identical or similar products_ This rep°rl shall not be reprcxluced except in full and with the written approval of HANSON PLC. Report Date: October 17. 2011 Material °nu r.rt�rc i ua a� <� rain+ • ;xuan u:atx;�M:bc wu�ai. Report Date: October 17. 2011 Grading Curve 1 rn c N U3 M a- .-I N r 6 o Z Z Z Z Z Z Sieve w Grading NM_Spec -F Max-Spec Tested By: Aaron Fuller Approved By: Matthew Chambers Date: 9/27/2011 Date: 10/17/2011 a Certification Number: MY c�cO MISSION EYPI S February 28, 2018 r, Material Testin- Result 10 SAND, CONCRETE Sample ID: Cottonwood sand Plant: MABANK Sample Date: 9/22/2011 Customer: Sample By: Jaccob Kieliszewski Attention: Supplier: TRINITY Project: Supplier Source: TRINITY - COTTONWOOD Specification: ASTM C33 NATURAL SAN Supplier Reference No: 1234 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 2.8 2 . 8 0.4 99.6 95.0 100.0 No. 8 97.6 100.4 14.8 85.2 80.0 100.0 No, 16 100.2 200.6 29.7 70.3 50.0 85.0 No. 30 95.8 296.4 43.8 56.2 25.0 60.0 No. 50 247.8 544.2 80.5 19.5 5.0 30.0 No. 100 121 665.2 98.4 1.6 0.0 10.0 No. 200 9 674.2 99.7 0.3 0.0 3.0 Absorption 0.80 Fineness Modulus 168 Specific Gravity 2.64 Sand Equivalency 91 Decant Grading Curve 1 rn c N U3 M a- .-I N r 6 o Z Z Z Z Z Z Sieve w Grading NM_Spec -F Max-Spec Tested By: Aaron Fuller Approved By: Matthew Chambers Date: 9/27/2011 Date: 10/17/2011 a Certification Number: MY c�cO MISSION EYPI S February 28, 2018 r, ASH GROVE CEMENT COMPANY AS FI GROPE 9WC.11ceRoad Peat Office Box 520 Midlothian, Texas 76065 Type 1 /11 Production Period: September 1 thru September 30, 2011 Date: 10/11/2011 The following information is based on average test data during the production period. The data is typical of cement shipped from the Midlothian, Teas plant. Individual shipments may vary. STANDARD REQUIREMENTS ASTM C150/C150M -09 PHYSICAL AS.T.M. Test Item Method Spec. Link Test Result Air content of mortar (volume %) C185 12 max 8 Fineness (an /g): Air permeability Autoclave expansion ( %) Compressive strength (psi) 1 Day 3 Days 7 Dan 28 Days Time of setting (minutes) (Vicat) Initial: Not less than Initial: Not more than C204 CHEMICAL 3994 C151 0.80 max AS.T.M. Test Spec. C109 Item Method Limit Test Result Si0 %) C114 A 20.44 A60 %) C114 6.0 max 5.00 Fe %) C114 6.0 max 3.22 coo I %) C114 A 64.98 M90 ( %) C114 6.0 max 0.92 S0 %) C114 3.0 max 2.76 Loss on ignition ( %) C114 3.0 max 1.53 Na I %) C114 A 0.09 K ( %) C714 A 0.50 insoluble Residue ( %) C114 0.75 max OA3 CO2 1%) C114 A 1.08 Limestone ( %) per ASTM C114 5.0 max 3.0 Limestone ( %) per TXDOT 5.00% max. 3.0 Limestone I %) perAHTO 5.00% max. 3.0 CaCO3 in limestone ( %) C114 70 min 82.61 Potential compounds ( %)° C C114 A 60 C C114 A 13 C C114 8 max 8 CAF C114 A 10 C,AF+2(C C114 A C +4,75 C C114 100 max 98 PHYSICAL AS.T.M. Test Item Method Spec. Link Test Result Air content of mortar (volume %) C185 12 max 8 Fineness (an /g): Air permeability Autoclave expansion ( %) Compressive strength (psi) 1 Day 3 Days 7 Dan 28 Days Time of setting (minutes) (Vicat) Initial: Not less than Initial: Not more than C204 280 min 3994 C151 0.80 max 0.03 C109 A 2057 C209 1740 min 3832 C209 2760 min 4985 0109 A C191 45 78 375 OPTIONAL REQUIREMENTS ASTM C2SO /C250M -09, Tables 2 and 4 CHEMICAL PHYSICAL A.S.T.M. Test Spec. AS.T.M. Test Item Method Limit Test Result Item Muttinod Spec Limit Test Result C,S + C ( %) C114 A False set ( %) C451 A 79 Equivalent alkalies I %) C114 0.60 0.42 Heat of hydration (kl /kg) Equivalent alkalies 95% cord.limit- 0A4min., 0.60max 7 days Cla A&D 347 A = Not applicable. B = Limit not specified by purchaser, 28 Days A ,test 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 Cl%-09 and AASHTO M85. The above described cement, at the time of shipment, is approved under NSF /ANSI Standard 61 for Portland Ce t. Signature: Title: Chief Chemist Smolinsii QUELINE CARBAJAL WARY 5 Al E OF TEXAS �c� j"if s# N. BASF � The Chemical Company -' Description M B—AE 9 0 MB -AE 90 air - entraining admixture is for use in�� concrete mixtures. It meets the° , requirements of ASTM C 260 Features AASHTO M 154 and CRD -C 13. If Ready -to -use in the proper concentration for rapid, accurate dispensing Applications Benefits Recommended for use in: Concrete exposed to , Improved resistance to damage from cyclic freezing and thawing cyclic freezing and K Improved resistance to scaling from deicing salts thawing ' Improved plasticity and workability Production of high - quality P Reduced permeability — increased watertightness normal or lightweight Xt. 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. i" Product Data ,.- �v The amount of MB -AE 90 admixture used will depend upon the amount of entrained air required under actual job conditions. In a trial mixture, use 1/4 to 4 fl oz/cwt (16 -260 mL/100 kg) of cementitious material. Measure the air content of the trial mixture, and, if needed, either increase or decrease the quantity of MB -AE 90 admixture to obtain the desired air content. In mixtures containing water - reducing or set - control admixtures, the amount of MB -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 MB -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 MB -AE 90 admixture is required to obtain the desired air content, consult your BASF Construction Chemicals 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 MB -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. Product Notes Corrosivity — Non - Chloride, Non - Corrosive: MB -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: MB -AE 90 admixture may be used in combination with any BASF Construction Chemicals 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 and Handling Storage Temperature: MB -AE 90 admixture should be stored and dispensed at 31 °F ( -0.5 °C) or higher. Although freezing does not harm this product, precautions should be taken to protect it from freezing. If MB -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: MB -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 BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of MB- AE 90 admixture has been exceeded. Safety: Chemical goggles and gloves are recommended when transferring or handling this material. 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 any post- batching addition to an air- entrained concrete mixture. Packaging MB -AE 90 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: MB -AE 90 admixture. Additional Information For additional information on MB -AE 90 admixture, or its use in developing a concrete mixture with special peformance characteristics, contact your BASF Construction 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 ']�!$ � United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 -5544 s:' Tel: 800 628 -9990 >,' Fax: 216 839 -8821 S as ter Canada 1800 Clark Boulevard, Brampton, Ontario 1_6T 4M7 :: Tel: 800 "I Fax: 905 792 -0651 Bu'l ei _ .... . '. TmBASF Construction Chemicals, LLC © BASF Construction Chemicals, LLC 2007 k Printed in USA ry:' 03/07 P° LIT # 1017027 FIT B A W F The Chemical Company Description pOZZOLITH° 80 Pozzolith 80 ready -to -use, liquid admixture is used for making more uniform and 4� nit t °` f `` predictable quality concrete. Features Pozzolith 80 admixture Reduced water content required for a given workability meets ASTM C 494/C 494M requirements for Type A, water- Controlled setting characteristics — normal or retarded reducing, Type B, retarding, and Benefits Type D, retarding and water - reducing, admixtures. S Increased compressive and flexural strength Improved workability Applications Reduced segregation Recommended for use in: Flexibility in the scheduling of placing and finishing operations Prestressed concrete Offsets effects of early stiffening during extended delays between mixing and placing c Precast concrete : Helps eliminate cold joints Reinforced concrete; Dead -load deflection can take place (before concrete sets) in extended pours for Shotcrete bridge decks, cantilevers, nonshored structural elements, etc. c Lightweight concrete Peak temperature and /or rate of temperature rise lowered in mass concrete thereby Pumped concrete reducing thermal cracking 4x4 TM Concrete performance Characteristics Pervious Concrete Rheodyna Self- Rate of Hardening: The temperature of the concrete mixture and the ambient n temperature affect the hardening rate of concrete. At higher temperatures, concrete Consolidating Concrete stiffens more rapidly which may cause problems with placing and finishing. The dosage (SCC) range of Pozzolith 80 admixture can be varied to provide the desired setting characteristics. Guidelines for Use Dosage: Depending on the setting characteristics desired, Pozzolith 80 admixture is recommended for use within the dosage range of 3 -10 fl oz/cwt (195 -650 mL/100 kg) of 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 BASF Construction Chemicals representative. Product Data. m.wx "L t.. Product Notes Corrosivity — Non- Chioride, Non - Corrosive: Pozzolith 80 admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally -added calcium chloride or other chloride -based ingredients. Compatibility. Pozzolith 80 admixture may be used in combination with any BASF Construction Chemicals admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mix. Storage and Handling Packaging Pozzolith 80 admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: Pozzolith 80 admixture. Additional Information For additional information on Pozzolith 80 admixture or its use in developing a concrete mix with special performance characteristics, contact your BASF Construction Chemicals representative. Storage Temperature: If Pozzolith 80 admixture freezes, thaw at 35 of (2 °C) or above and completely reconstitute by mild mechanical agitation. Do not use pressurized air for agitation. Shelf Life: Pozzolith 80 admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of Pozzolith 80 admixture has been exceeded. 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 M as t e r United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 - 5544 ° Tel: 800 628 -9990 ,, Fax: 216 839 -8821 Canada 1800 Clark Boulevard, Brampton, Ontario L6T 4M7 ; Tel: 800 387 -5862 Fax: 905 792 -0651 1-1 *1 C9�) S ® Construction Research & Technology GMBH B 11 © BASF Construction Chemicals, LLC 2007 -= Printed in USA =' 09/08 � LIT # 1017032 Description POZZOLITH 300 R BASF liquid admixture is used for making more uniform and Company � 'T9 The Chemical <.., Description POZZOLITH 300 R Pozzolith 300 Rready -to -use, liquid admixture is used for making more uniform and predictable high - performance Features concrete while retarding its setting time to facilitate placing = Reduced water content required for a given workability and finishing operations. iii Retarded setting characteristics It meets ASTM C 494/C NCI Improved workability 494M requirements for Type IL Reduced segregation B, retarding, and Type D, Superior finishing characteristics for flatwork and cast surfaces water - reducing and retarding, admixtures.: Moderate to extended retardation — depending on the dosage rate Dead -load deflection can take place (before concrete sets) in extended pours for Applications bridge decks, cantilevers, nonshored structural elements, etc. Recommended for use in: Benefits RE Prestressed concrete Flexibility in the scheduling of placing and finishing operations Precast concrete Offsets the effects of early hardening during extended delays between mixing , Reinforced concrete and placing Shotcrete i Helps eliminate cold joints Vii' Lightweight or normal Peak temperature and /or rate of temperature rise in mass concrete lowered thereby weight concrete reducing thermal cracking Pumped concrete Increased compressive and flexural strength K , 4x4TM Concrete , Pervious Concrete Performance Characteristics Rheodynamic Self- Concrete produced with Pozzolith 300 R admixture will have rapid strength development Consolidating Concrete after initial set occurs. It develops higher early (24 -hour) and ultimate strengths than plain (SCC) concrete when used within the recommended dosage range, under normal, comparable curing conditions. When Pozzolith 300 R admixture is used in heat -cured concrete, the length of the preheating period should be increased until initial set of the concrete is achieved. The actual heat - curing period is then reduced accordingly to maintain existing production cycles without sacrificing early or ultimate strengths. Rate of Hardening: The temperature of the concrete mixture and the ambient temperature (forms, earth, reinforcement, air, etc.) affect the hardening rate of concrete. At higher temperatures, concrete hardens more rapidly which may cause problems with placing and finishing. Pozzolith 300 R admixture retards the set of concrete. Within the normal dosage range, it will generally extend the working and setting times of concrete containing normal portland cement approximately 1 hour to 5 hours compared to that of a plain concrete mixture, depending on job materials and temperatures. Trial mixtures should be made with job materials approximating job conditions to determine the dosage required. J Product Data. Guidelines for Use Dosage: Pozzolith 300 R admixture is recommended for use at a dosage of 4 ± 1 fl oz/cwt (260 ± 65 mL/100 kg) of cementitious materials for most concrete mixtures using typical 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 BASF Construction Chemicals representative. Product Notes Corrosivity — Non - Chloride, Non - Corrosive: Pozzolith 300 R admixture will neither initiate nor promote corrosion of reinforcing steel in concrete. This admixture does not contain intentionally -added calcium chloride or other chloride -based ingredients. Compatibility: Pozzolith 300 R admixture may be used in combination with any BASF Construction Chemicals admixtures. When used in conjunction with other admixtures, each admixture must be dispensed separately into the mix. Storage and Handling Packaging Pozzolith 300 R admixture is supplied in 55 gal (208 L) drums, 275 gal (1040 L) totes and by bulk delivery. Related Documents Material Safety Data Sheets: Pozzolith 300 R admixture. Additional Information For additional information on Pozzolith 300 R admixture or its use in developing a concrete mixture with special performance characteristics, contact your BASF Construction 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. Storage Temperature: If Pozzolith 300 R 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: Pozzolith 300 R admixture has a minimum shelf life of 18 months. Depending on storage conditions, the shelf life may be greater than stated. Please contact your BASF Construction Chemicals representative regarding suitability for use and dosage recommendations if the shelf life of Pozzolith 30OR admixture has been exceeded. BASF Construction Chemicals, LLC Admixture Systems www.masterbuilders.com United States 23700 Chagrin Boulevard, Cleveland, Ohio 44122 -5544 k Tel: 800 628 -9990 K{ Fax: 216 839 -8821 Maste., Canada 1800 Clark Boulevard, Brampton, Ontario 1_6T 4M7 Tel: 800 387 - 5862'€ , Fax: 905 792 -0651 Builders ® Construction Research & Technology GMBH r• © BASF Construction Chemicals, LLC 2007 1 4 Printed in USA 1 03/07 t" LIT # 1016970 11j111,Lte' Pattern Selection Guide MqM BOMACRON PATTERNS Bomacron patterns are a textured version of the original Bomanite patterns. This product is cost -in- place, colored and imprinted, plus it provides added dimension of texture and relief between the joint lines (shallow joint configurations). Please note: In this selection guide the following tools can be used for Bomanite Thin -Set applications. Ashlar Slate, English Sidewalk Slate, Basketweave Used Brick, Herringbone Used Brick, Running Bond Used Brick, Soldier Course Used Brick, Stacked Bond Used Brick, Boardwalk, Random Boardwalk, Basketweave Boardwalk, Wood End Grain, Garden Stone, 12" Braided Border and Yorkshire Stone. The following textures are available in seamless texture mats and can also be used for Bomanite Thin -Set applications: Canyon Stone, Coquina, Granite, Limestone, Sandblast Limestone, Regular Sandstone, Light Sandstone, Regular Slate, English Slate, New Light Slate and Used Brick . For a full list of Bomanite Thin -Set patterns please visit our website www.bomanite.com. Slate Textured Patterns Ashlar Slate (English Slate Texture) 72" Available as triple tool as shown or as individual tools Tool A — Individual stones vary in size from 9" x 9" to l x 14'/4" Tool B — Individual stones vary in size from 6" x 12" to 12" x 15" Tool C — Individual stones vary in size from 7" x MY' to 21" x 9" 12" x 12" Slate (Rustic Joints) 24" 12 1 " English Sidewalk Slate (English Slate Texture) 18" —� F Tool A shown t Also available in different �< 16" stone configurations 24" Tool B - 2 stones: 18" x 12 ", } 18" x 24" 1 I Tool C - 1 stone: 18" x 36" 20" Tool D - 2 stones: 18" x 9 ", 18" x 27" Medium Ashlar Slate (English Slate Texture) 10" T Tool A shown — _ Individual stones vary in size from 10" 8" x 9" to t 60" 18" x 20" 20" Tool B with ad different stone i configurations 10" I from 8" x 9" to T 21" x 32" also available l i f;E Available as individual 12" x 12" tool or as 36" x 24" tool as shown. Also available as 48" x 12 ", 48" x 24 ", 72" x 24 ", and with ' A" square joints as 36" x 24" tool 57" 102" Tool A — Individual stones vary in size from 18" x 32" to 40" x 47" Slate (Regular Slate Texture) {► - -16 "_ [� 16 Random Slate (Regular Slate Texture) 1 102" Tool B — Individual stones vary in size from 26" x 27" to 40" x 51" Regular Slate texture available in 8" x 8 ", 16" x 16 ", 18" x 18 ", 24" x 24 ", 30" x 30 ", 30" x 60 ", 36" x 36 ", 48" x 48 ", 60" x 60 ", 64" x 64 ", 74" x 74 ", 110" x 74 ", 114" x 114" English Slate Texture available in 15" x 15 ", 16" x 16 ", 24" x 24 ", 37" x 16" 24" x 36" 36" x 36" Rustic Slate texture available in 12" x 12" 57" 102" Tool C — Individual stones vary in size from 19" x 30" to 35" x 43" Small Random Slate (Regular Slate Texture) 65 \ Tool B shown — Individual stones vary in size from 20" x 23" to 20" x 26" Tool A with different stone configurations from 16" x 21" to 41 "x 21" also available Also available in 12" x 24" Regular Slate Texture Riverside Slate (Rustic Slate Texture, Rustic Joints) 24 16" 24' - -I 1 57 `l 102" Tool D — Individual stones vary in size from 16" x 32" to 30" x 53" 8 "X8" Running Bond Regular Slate (Regular Slate Texture) i �8 „ -I 40” Also available in 12" x 12" Herringbone Slate (Rustic Slate Texture, Rustic Joints) Tool C Tool B Tool A Granite Textured Patterns Circular Granite Stone Tools A, B, C & D fit together to complete a circular pattern, stone sizes average 5" square Tool A — 0 to 2'/7' radius 1 1 - x A Tool B — 2 to 5' radius Fisliscale Granite Setts Granite Tool D — 7Y2' to 10' radius Also available in IQ' x I D', 24" x 24" ,lame Finish Granite Texture available in 14Y2" x ICA", 48V2" x 48 4" x 4" Granite Setts Running Bond Granite Also available in 6' x 6", 12" x 24" Limestone Textured Patterns Limestone Frayed Edge V , .0 0, Also available in 48' x 48" Limestone Sandblast Mission Sandblast Running Bond Sandblast Octagon Paver Limestone Limestone (Limestone Sandblast Texture) (limestone Sandblast Texture) (Limestone Sandblast Texture) �5YVI 27V," Tool C — 5' to 7Y2' radius Sandblast Limestone (Limestone Sandblast Texture) Frayed Edge 29" �-- 29" —1 Also available in 12" x 12" Used Brick Textured Patterns Basketweave Used Brick 7 4' 16"— Sn Isidro Used Brick 93/V JL 25 1 hidiviel— np v 6 I ctnc nry in 7P frnm 4 v 0 in ------ ------- --- 4 x 10", thin joint Herringbone Used Brick WV Soldier Course Used Brick t Also available in 4" x 12" brick Running Bond Used Brick fi ....... . . . . . . Also available in 2/4" x 7V7 Stacked Bond Used Brick 21" 21" Miscellaneous Textured Patterns'�'s Coquina V 12" I- 12 I Also available in 24" x 24" Boardwalk Running Bond Coquina I 69 I r Small Sandstone Large Sandstone Individual stones vary in size from Individual stones vary in size from 8 "x12 "to 12 "x21" 33 "x51 "to 42 "x51" 6" Random Boardwalk =1 6f� e' I Also available in 11'/2" T VARIOUS LENGTHS Available in 2', 4', 6' and 8' lengths Yorkshire Stone " 24' 24" Individual stones available in both a Horizontal texture and a 45- degree texture in sizes varying from 6" x 24 ", 12" x 12 ", 12" x 18 ", 18" x 18 ", 18" x 30 ", 24" x 24 ", 30" x 30" and 36" x 36" Garden Stone (English Slate Texture) La Paz Stone Individual stones vary in size from %2 "xl "to 15 "x21" Running Bond Belgian Block E' , Individual stones vary in size from 5" x 6'/2" to 5" x 10'/2" Also available as Kiddie Running Bond Belgian Block at 40% of regular size (individual stones from 2 x 4" to 3'/4' x 6 ") Individual stones vary in size from 07" x 4 to 14"x 10%" Adoquin Tile 5" square 12" Fishscale Belgian Block Pa. Q i 54" Individual stones vary in size from 3" x 3" to 5'/2" x 6" Also available as Kiddie Fishscale Belgian Block (33" x 19'/4' pattern with individual stones from 2" x 2'/4" to 4" x 3 ") I --23%" Concrete Graphics and Other Patterns 3 -D Graphics I � 36 „ 48 "� New 12" Braided Border 48" Wood End Grain Creek Stone Paramount Graphics 2 i . , 48' i 2� l� -40 _ I Sandstone Octagon Tile (Light Sandstone Texture) _ 4- -48" 1 Basketweave Boardwalk ' I� 48„ 12" I — 48"—►{ 96" Canyon Stone Individual stones vary in size from 8 "x12 "to 12 "x21" Mediterranean Tile (English Slate Texture) 9 ^ .yyiyxi ' ' +1 � y , Tool A shown — Individual stones vary in size from 4" x 4" to 7" x 20" Tool B with different stone configurations from 4" x 6 to 8" x 19" also available BOMANITE PATTERNS Bomanite patterns are the original cast -in- place, colored and imprinted architectural concrete paving. This product provides the client with an imprinted pattern that has a smooth surface between the joint lines (deep joint configurations). F i i Brick Patterns Basketweave Brick OnFmj H 24 I• -24 8 „y Also available in Bomacron style Herringbone Brick Running Bond Brick \ fir -23 I Also available in Bomacron style Stone and Rock Patterns Fieldstone ' 1T ' 41Y,”, 201." Random Stone 31 Z - 36" Also available in Bomacron style 2" x 8" and 4" x 8" Fishscale Cobblestone Individual stones vary in size from 4" x 5%2" to 5%2" x 6" River Rock (4" to 6 ") T 1 Imo- 24" Individual stones vary in size from 3'/2" x 5 to 5%2" x 8'/2" Also available in 6"x 12" pattern Soldier Course Brick Stacked Bond Brick � 000 1 oaaa 24" OHO T Also available in 4" x 12" and in Bomacron style 4" x 8" Flagstone 1 L 1 _ _jI- - iL , — �--24' Individual stones vary in size from 4 "x7 "to 5%2 "x7%2" Runn Bond Cobblestone rile Patterns Hex Tile ti 24" Also available in 9" x 12 ", 17'/4" x 17'/4" Moorish Tile 1 ' 3 „ 1 1 ' 1 124" 3/,° 25° n� I� I I +8% "+ f F] 25" 34" Design Considerations Bomanite and Bomacron are not usually intended to be an exact simulation of natural materials but are sometimes utilized to achieve a similar feeling or appearance. Bomanite and Bomacron tend to have a rustic feel and certain variations in color, texture and geometric precision are expected. Both are handcrafted from a large mass of concrete under varying jobsite conditions and, therefore, do not have perfect uniformity. If you are unfamiliar with the appearance of Bomanite or Bomacron, we recommend that you contact your local Bomanite Franchise Partner to view actual installations or samples. Custom Patterns The patterns depicted on these pages are only some of the patterns that are currently available from your local Bomanite Franchise Partner and Bomanite Corporation. If you are unable to find a pattern that fits your particular --- need Consul] I_._I n_rn__:a_ C_.....L.:_., D_.s_... ........J:.... .l_.:..^ _._.1...+:......t ....a_.......u...... Pluleu Ileeus, lUll)UII - NIUI ID 11 frOnUrr]C r DI MCI rCgurmuy nrC =1911 unu Pluuuuluu ur LUNU111 PUnann. Tile 7 2� Also available in 6" x 6 ", 18" x 18" and in Bomacron style 4" x 4 ", 12" x 12 ", 24" x 24" 0.® CORPORATION P.O. Box 599 Madera, CA 93639 -0599 PHONE: (559) 673 -2411 FAX: (559) 673 -8246 www.bomanite.com Bomanite@ and Bomacron' are registered trademarks and servicemarks with the U.S. Patent Office and other countries. 'Copyright 2005 Bomanite Corporation. All Bomanite' Concrete Graphics patterns are the property of Bomanite Corporation and cannot he copied for any purpose. Printed in U.S.A. 1OM605 Bunetla 325 Running Bond Tile (Bomacron style only)