MA1006-CS110520
Southern Star Concrete, Inc.Office:(214) 651-8020
240 Singleton Blvd.Fax:(214) 651-1810
Dallas, Texas 75212
Submittal No.10431
5/20/2011
Date Issued:
Contractor:
North Texas Bomanite
Project:
Denton Tap 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 NumberDescriptionIntended Use
10834000_6SK1LSXYCPaving
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
Quadrel iService
1992 - 2011 Digital Site Systems, Inc.
SM
Southern Star Concrete, Inc.Telephone:(214) 651-8020
240 Singleton Blvd.Fax:(214) 651-1810
Dallas, Texas 75212
Submittal No.10431
Date Issued:5/20/2011
Customer:North Texas Bomanite
Project:Denton Tap Road - Coppell, Texas
1083
Mix Code:Mix Code must be used when ordering concrete.
Weight
Spec.
DescriptionMfg. Source TradenameASTM(lb)
Gravityoz/cwt
Type I-IIMidlothianAshgroveC - 150 3.15 564
1 "Hanson Aggregates#57 Hanson (Limestone)C - 33 2.68 1,840
Natural SandTrinity CottonwoodTrinity CottonwoodC - 33 2.62 1,280
CityCityWaterC - 94 1.00 255
1.01 0.54
Air EntrainerBASFMB AE 90C-260
1.20 3.37
Type A Water ReducerBASFPozzolith 80C-494
3,939
TOTAL
Specified F'c : 4,000psi @ 28 daysDesigned Unit Weight: 145.9lbs./cu.ft.
Specified Slump4.00 +/- 1.00in.Designed W/C Ratio: 0.45
27.00
Specified Air:4.50 +/- 1.50%Designed Volume:cu.ft.
NOTES:
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.
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
Quadrel iService
1992 - 2011 Digital Site Systems, Inc.
SM
Date:
5/20/2011
Mix Name:1083
Units :US
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 4.31 3.96 4050 4330 5330 5330 28 590
ACI318
Req'd
----------
4880
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
------------------------------------------------------------------------
8/24/2010 5.00 4.20 4050 4220 5290 5290 28
9/13/2010 5.00 4.90 3860 5160 5160 28
10/7/2010 4.00 4.40 3540 4520 4520 28 4990
10/7/2010 4.50 3.20 3410 4180 4180 28 4620
10/7/2010 5.00 3560 4720 4720 28 4470
10/7/2010 5.00 4.30 3660 4680 4680 28 4530
10/14/2010 5.00 5.40 3940 5020 5020 28 4810
10/14/2010 4.75 5.20 3760 4690 4690 28 4800
10/14/2010 5.00 5.60 4390 4890 4890 28 4860
10/15/2010 2.50 4.50 4090 5190 5190 28 4920
10/18/2010 4.00 3.00 4600 5570 5570 28 5210
10/20/2010 4.50 5.00 4900 5410 5410 28 5390
10/26/2010 5.00 4.00 4280 5520 5520 28 5500
10/28/2010 2.00 3.00 3430 5210 5210 28 5380
11/4/2010 3.25 3.90 5610 6510 6510 28 5750
11/4/2010 4.00 3.40 4910 6510 6510 28 6080
11/5/2010 4.75 4.50 4760 5660 5660 28 6220
11/9/2010 3.50 4.00 5010 5810 5810 28 5990
11/15/2010 4.00 3.80 3980 5300 5300 28 5590
3/7/2011 5.00 4.00 4210 5210 5210 28 5440
3/7/2011 5.00 4.00 4420 5530 5530 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 6020
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
Quadrel iService
1992 - 2011 Digital Site Systems, Inc.
SM
Report Date: December 13,
Material Testing Result
10SAND, CONCRETE
Sample ID:Cottonwood current productionPlant:
Sample Date:12/8/2010Customer:
Sample By:Matthew ChambersAttention:
Supplier:TRINITYProject:
TRINITY-COTTONWOOD
Supplier Source:Specification:ASTM C33 NATURAL SAN
Supplier Reference No:
Grading
SieveMassCumulative%% Passing% Pass Specification
Mass
(mm)RetainedRetained
MinMax
0
100.0 100.0
3/8"0 0.0 100.0
0.5
95.0 100.0
No. 40.5 0.1 99.9
116
80.0 100.0
No. 8115.5 14.5 85.5
225
50.0 85.0
No. 16109 28.0 72.0
346
25.0 60.0
No. 30121 43.1 56.9
658
5.0 30.0
No. 50312 82.0 18.0
794
0.0 10.0
No. 100136 99.0 1.0
801
0.0 3.0
No. 2007 99.9 0.1
Absorption 0.70Specific Gravity2.63
Fineness Modulus 2.67
Sand Equivalency95Decant0.9
Tested By:Aaron FullerApproved By:Matthew Chambers
Date:12/9/2010Date:12/13/2010
Certification Number:
Product Data
03 30 00 Cast-in-Place Concrete
03 40 00 Precast Concrete
3
03 70 00 Mass Concrete
Description
MB-AE90
MB-AE 90 air-entraining
admixture is for use in
Air-Entraining Admixture
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
Recommended for use in:
Improved resistance to damage from cyclic freezing and thawing
Concrete exposed to
Improved resistance to scaling from deicing salts
cyclic freezing and
thawing Improved plasticity and workability
Production of high-quality Reduced permeability increased watertightness
normal or lightweight
Reduced segregation and bleeding
concrete (heavyweight
Performance Characteristics
concrete normally does not
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
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
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
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
sand gradation, sand-aggregate ratio, mixture proportions, slump, means of conveying
Product Data: MB-AE 90
The amount of MB-AE 90 admixture used will depend upon the
Product Notes
amount of entrained air required under actual job conditions.
Corrosivity Non-Chloride, Non-Corrosive: MB-AE 90
admixture will neither initiate nor promote corrosion of
of cementitious material. Measure the air content of the trial
reinforcing and prestressing steel embedded in concrete, or
mixture, and, if needed, either increase or decrease the quantity
of MB-AE 90 admixture to obtain the desired air content.
other chloride-based ingredients are used in the manufacture
In mixtures containing water-reducing or set-control
of this admixture.
admixtures, the amount of MB-AE 90 admixture needed may
Compatibility: MB-AE 90 admixture may be used in
be somewhat less than the amount required in plain concrete.
combination with any BASF Construction Chemicals
Due to possible changes in the factors that can affect the
admixture, unless stated otherwise on the data sheet for
dosage of MB-AE 90 admixture, frequent air content checks
the other product. When used in conjunction with other
should be made during the course of the work. Adjustments
admixtures, each admixture must be dispensed separately
to the dosage should be based on the amount of entrained air
into the concrete mixture.
required in the mixture at the point of placement.
Storage and Handling
If an unusually high or low dosage of MB-AE 90 admixture is
required to obtain the desired air content, consult your BASF Storage Temperature: MB-AE 90 admixture should
Construction Chemicals representative. In such cases, it may
be stored and dispensed at 31 °F (-0.5 °C) or higher. Although
be necessary to determine that, in addition to a proper air
freezing does not harm this product, precautions should be
content in the fresh concrete, a suitable air-void system is
taken to protect it from freezing. If MB-AE 90 admixture
achieved in the hardened concrete.
freezes, thaw at 35 °F (2 °C) or above and completely
reconstitute by mild mechanical agitation. Do not use
Dispensing and Mixing: Add MB-AE 90 admixture to the
pressurized air for agitation.
concrete mixture using a dispenser designed for air-entraining
admixtures, or add manually using a suitable measuring device Shelf Life: MB-AE 90 admixture has a minimum shelf life
that ensures accuracy within plus or minus 3% of the required of 18 months. Depending on storage conditions, the shelf
amount.
life may be greater than stated. Please contact your BASF
Construction Chemicals representative regarding suitability
For optimum, consistent performance, the air-entraining
for use and dosage recommendations if the shelf life of MB-
AE 90 admixture has been exceeded.
evaluations should be conducted to determine the best method
Safety: Chemical goggles and gloves are recommended
to dispense the air-entraining admixture.
when transferring or handling this material.
Precaution
Packaging
In a 2005 publication from the Portland Cement Association
(PCA R&D Serial No. 2789), it was reported that problematic
air-void clustering that can potentially lead to above normal
Related Documents
decreases in strength was found to coincide with late
Material Safety Data Sheets: MB-AE 90 admixture.
of water include the conventional practice of holding back
Additional Information
water during batching for addition at the jobsite. Therefore,
caution should be exercised with delayed additions of water
For additional information on MB-AE 90 admixture, or
to air-entrained concrete. Furthermore, an air content check
its use in developing a concrete mixture with special
should be performed after any post-batching addition to an
peformance characteristics, contact your BASF Construction
air-entrained concrete mixture.
Chemicals representative.
The Admixture Systems business of BASF Construction
Chemicals is a leading provider of innovative additives
for specialty concrete used in the ready mix, precast,
manufactured concrete products, underground construction
and paving markets throughout the NAFTA region. The
Companys respected Master Builders brand products are
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
Tel: 800 387-5862 Fax: 905 792-0651
Printed in USA 03/07
Product Data
03 30 00 Cast-in-Place Concrete
03 40 00 Precast Concrete
3
03 70 00 Mass Concrete
Description
®
POZZOLITH 80
Pozzolith 80 ready-to-use,
liquid admixture is used for
Water-Reducing Admixture
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
Controlled setting characteristics normal or retarded
requirements for Type A, water-
reducing, Type B, retarding, and
Type D, retarding and water-
reducing, admixtures.
Improved workability
Applications
Reduced segregation
Recommended for use in:
Prestressed concrete
Offsets effects of early stiffening during extended delays between mixing and placing
Precast concrete
Helps eliminate cold joints
Reinforced concrete
Shotcrete
bridge decks, cantilevers, nonshored structural elements, etc.
Lightweight concrete
Peak temperature and/or rate of temperature rise lowered in mass concrete thereby
Pumped concretereducing thermal cracking
4x4 Concrete
Performance Characteristics
Pervious Concrete
Rate of Hardening: The temperature of the concrete mixture and the ambient
®
Rheodynamic Self-
temperature affect the hardening rate of concrete. At higher temperatures, concrete
Consolidating Concrete
(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
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: POZZOLITH 80
Product NotesPackaging
Corrosivity Non-Chloride, Non-Corrosive: Pozzolith
80 admixture will neither initiate nor promote corrosion of
reinforcing steel in concrete. This admixture does not contain
Related Documents
intentionally-added calcium chloride or other chloride-based
Material Safety Data Sheets: Pozzolith 80 admixture.
ingredients.
Compatibility: Pozzolith 80 admixture may be used in
Additional Information
combination with any BASF Construction Chemicals
For additional information on Pozzolith 80 admixture or its
admixtures. When used in conjunction with other admixtures,
use in developing a concrete mix with special performance
each admixture must be dispensed separately into the mix.
characteristics, contact your BASF Construction Chemicals
Storage and Handling
representative.
Storage Temperature: If Pozzolith 80 admixture freezes,
The Admixture Systems business of BASF Construction
Chemicals is a leading provider of innovative additives
for specialty concrete used in the ready mix, precast,
mild mechanical agitation. Do not use pressurized air for
manufactured concrete products, underground construction
agitation.
and paving markets throughout the NAFTA region. The
Shelf Life: Pozzolith 80 admixture has a minimum shelf life
Companys respected Master Builders brand products are
of 18 months. Depending on storage conditions, the shelf
life may be greater than stated. Please contact your BASF
and performance characteristics of concrete.
Construction Chemicals representative regarding suitability
for use and dosage recommendations if the shelf life of
Pozzolith 80 admixture has been exceeded.
BASF Construction Chemicals, LLC
Admixture Systems
www.masterbuilders.com
® Construction Research & Technology GMBH
Printed in USA 09/08
Product Data
03 30 00 Cast-in-Place Concrete
03 40 00 Precast Concrete
3
03 70 00 Mass Concrete
Description
®
POZZOLITH 300 R
Pozzolith 300 R ready-to-use,
liquid admixture is used for
Set Retarding Admixture
making more uniform and
predictable high-performance
Features
concrete while retarding its
Reduced water content required for a given workability
setting time to facilitate placing
Retarded setting characteristics
It meets ASTM C 494/C Improved workability
494M requirements for Type
Reduced segregation
B, retarding, and Type D,
water-reducing and retarding,
Moderate to extended retardation depending on the dosage rate
Applications
Recommended for use in:
Prestressed concrete
Precast concrete
Offsets the effects of early hardening during extended delays between mixing
Reinforced concrete
and placing
Shotcrete
Helps eliminate cold joints
Lightweight or normal
Peak temperature and/or rate of temperature rise in mass concrete lowered thereby
weight concrete
reducing thermal cracking
Pumped concrete
4x4 Concrete
Performance Characteristics
Pervious Concrete
Concrete produced with Pozzolith 300 R admixture will have rapid strength development
®
Rheodynamic Self-
Consolidating Concrete
concrete when used within the recommended dosage range, under normal, comparable
(SCC)
When Pozzolith 300 R admixture is used in heat-cured concrete, the length of the
actual heat-curing period is then reduced accordingly to maintain existing production
Rate of Hardening: The temperature of the concrete mixture and the ambient
At higher temperatures, concrete hardens more rapidly which may cause problems with
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
Trial mixtures should be made with job materials approximating job conditions to
®
Product Data: POZZOLITH 300 R
Guidelines for UsePackaging
Dosage: Pozzolith 300 R admixture is recommended for
cementitious materials for most concrete mixtures using
Related Documents
conditions and concrete materials, dosages other than the
Additional Information
For additional information on Pozzolith 300 R admixture or
Product Notes
its use in developing a concrete mixture with special
Corrosivity Non-Chloride, Non-Corrosive: Pozzolith
performance characteristics, contact your BASF Construction
300 R admixture will neither initiate nor promote corrosion of
The Admixture Systems business of BASF Construction
intentionally-added calcium chloride or other chloride-based
Chemicals is a leading provider of innovative additives
for specialty concrete used in the ready mix, precast,
Compatibility: Pozzolith 300 R admixture may be used
manufactured concrete products, underground construction
in combination with any BASF Construction Chemicals
and paving markets throughout the NAFTA region. The
Companys respected Master Builders brand products are
and performance characteristics of concrete.
Storage and Handling
Storage Temperature: If Pozzolith 300 R admixture freezes,
Do not use pressurized air for
agitation.
Shelf Life: Pozzolith 300 R admixture has a minimum shelf
Construction Chemicals representative regarding suitability
for use and dosage recommendations if the shelf life of
BASF Construction Chemicals, LLC
Admixture Systems
www.masterbuilders.com
® Construction Research & Technology GMBH
Printed in USA 03/07