ST0502-150519
Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
Date:05/19/2015
Client:CALIFORNIA CONSTRUCTION
Attention:
Project:FREEPORT PARKWAY - COPPELL
Location:COPPELL, TEXAS
UsageMix Numberw/c+pSlumpAir
f 'c
5409. 4000 0.453.00 - 5.00"3.0 - 6.0%
5177. 3000 0.513.00 - 5.00"3.0 - 6.0%
LMC has no knowledge or authority regarding where this mixture is to be placed, therefore it is the direct responsibility of the
Purchaser, the design architect or design engineer, and or contractor to insure that the above designed mixture parameters for
compressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for the
anticipated environmental, durability, or usage conditions in ACI 318 Chapter 4 and/or the relevant local building codes.
LMC warrants the supplied ready-mix concrete mixture designs which LMC guarantees will achieve the specified compressive
strength, or other performance properties of the concrete stated in the Contract Documents, as were made available at the time
of quotation, when tested and evaluated in accordance with ASTM C172-99, ASTM C31/C31M-03a (including proper initial
curing as per Section 10.1.2), ASTM C39/C39M-01, ASTM C94/C94M-07, or other standard test methods indicated in the
Contract Documents that were necessary to verify the additional performance properties of the concrete, and when the
recommended procedures for placement and curing of the in-place concrete, or those specifically outlined in ACI 305R-99 and
ACI 306R-88 are followed, if and when necessary.
In accordance with ASTM C94/C94M-07 Section 4.6, Lattimore Materials Corp shall receive all copies of testing reports, and
they should be forwarded to our Quality Control Department (mixdesign@aggregate-us.com) as soon as available. Failure to
forward reports in a timely fashion can delay response time in dealing with concrete concerns as well as future project
submittals.
This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or
other information regarding materials manufactured by Lattimore Materials Corp) is proprietary and confidential and not to be
shared or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official
of Lattimore Materials Corp. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest
extent of the law.
Material certifications for concrete constituents are representative of current material sources. If, in the event of limited material
availability, substitution of a similar performing material may be required. Such materials will meet the appropriate ASTM
requirements as stated in this package. In order to maintain the required mix volume (yield), LMC reserves the right to adjust
absolute weight of aggregates to accommodate specific gravity changes.
LMC mix designs requiring air-entrainment are produced in accordance wiht ASTM C 94 Section 8.2, which allows for a
tolerance of 1.5% above and below the target, and is stated as follows: ASTM C94/C94M - 13a 8.2 The air content of
air-entrained concrete when sampled from the transportation unit at the point of discharge shall be within a tolerance of +/- 1.5 of
the specified value.
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Please send all break reports to:
mixdesign@aggregate-us.com
Brandi Howell
Technical Services Coordinator
Lattimore Materials Corp.
15900 Dooley Road
Addison, Texas 75001
Office: 972-221-5454
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Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
Concrete Mix Design
Date:05/19/2015
Client:CALIFORNIA CONSTRUCTION
Project:FREEPORT PARKWAY - COPPELL
COPPELL, TEXAS
1.0 Cubic Yard by Weight - SSD
Mix Number:5409.
Strength @ 28 Days: 4000psi
Usage:
Materials:SSD Weights
CementASTM C-150Type I/II 451lbs
113
Fly AshASTM C-618Class C or Flbs
Coarse AggregateASTM C-331"-#4 Crushed Stone 1666lbs
Fine AggregateASTM C-33Concrete Sand 1422lbs
WaterASTM C-94Water 252lbs
AdmixtureASTM C-260Air-Entraining Admix 0.65oz/cwt C+P
4.0
AdmixtureASTM C-494Type A/D WRoz/cwt C+P
Total Weight: 3906lbs
Unit Weight: 144.60pcf
w/cm Ratio: 0.45
Fly Ash Replacement:20.0 %
Slump:3.00 - 5.00 inches
Air Content:3.0 - 6.0 %
Comments:
The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp. reserves the right to
increase cementitious content if needed.
Chemical admixtures are added in accordance with the manufacturer's recommendations. Lattimore Materials Corp.
reserves the right to adjust dosages or change admixtures when required.
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5/19/2015
Date:
Mix Name:5409.Statistical Compressive Strength History
Units :US
PSIStrength and Strength Fit vs MaturityPSI# of Occ.Histogram for 28 Day Strength%/PSI
Maturity DaysPSI
95% of tests lie above cross-hatched area
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12"
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318
Tests Slump Air Day Day Day Dev Req'd
------------------------------------------------------------------------------
30 4.19 3.88 3130 4100 5460 630 4980
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Batch Date Slump Spread Air Strengths Acc Age
Number 3 Day 7 Day 28 Day Run Avg 3
------------------------------------------------------------------------------
62823112 3/19/2015 4.50 3.50 4390 6110
63895502 3/19/2015 3.50 3.10 4950 7030
62631418 3/25/2015 5.00 4.10 3770 5050 6060
71009937 3/25/2015 5.00 1.30 4750 6260 6120
64381438 3/25/2015 3.00 3.10 4500 5770 5690
63089819 3/25/2015 4.00 3.20 3940 5200 5740
63563277 3/25/2015 3.25 3.20 4250 5730 5570
63563266 3/25/2015 3.50 3.50 4610 6210 5720
63701575 3/25/2015 3.00 3.30 4050 5060 5670
62506361 3/26/2015 4.25 3.50 3470 4520 5270
63171525 3/27/2015 4.50 3.10 3450 4170 6020 5200
63171537 3/27/2015 4.75 4.40 2930 3760 4890 5140
63171566 3/27/2015 6.00 4.40 2670 3640 4650 5190
63171515 3/27/2015 4.00 5.50 3450 4660 6050 5200
63563342 3/27/2015 3.50 4.50 4460 5670 5460
63563332 3/27/2015 5.00 5.10 4360 5510 5740
64015859 3/27/2015 5.00 6.00 4360 5410 5530
63902009 3/31/2015 5.50 3.10 4030 5860 5590
63563516 4/1/2015 5.00 5.50 3700 4980 5420
63563498 4/1/2015 4.00 3.30 4490 6150 5660
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DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Batch Date Slump Spread Air Strengths Acc Age
Number 3 Day 7 Day 28 Day Run Avg 3
------------------------------------------------------------------------------
63563530 4/1/2015 5.00 5.80 4100 5360 5500
64016049 4/1/2015 3.00 4.00 4090 5490 5670
64016043 4/1/2015 3.00 3.20 5450 6420 5760
62631545 4/6/2015 3.75 3.20 3810 5290 5730
62631554 4/6/2015 2.75 4.30 3650 4920 5540
63702053 4/6/2015 2.75 4.20 3470 5110 5100
64382300 4/8/2015 5.25 4.00 3470 4820 4950
64382267 4/8/2015 4.25 3.50 3510 4830 4920
64016276 4/8/2015 5.50 3.30 3310 4610 4750
64016447 4/10/2015 4.25 4.20 3740 4920 4790
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Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
Concrete Mix Design
Date:05/19/2015
Client:CALIFORNIA CONSTRUCTION
Project:FREEPORT PARKWAY - COPPELL
COPPELL, TEXAS
1.0 Cubic Yard by Weight - SSD
Mix Number:5177.
Strength @ 28 Days: 3000psi
Usage:
Materials:SSD Weights
CementASTM C-150Type I/II 376lbs
94
Fly AshASTM C-618Class C or Flbs
Coarse AggregateASTM C-331"-#4 Crushed Stone 1666lbs
Fine AggregateASTM C-33Concrete Sand 1530lbs
WaterASTM C-94Water 242lbs
AdmixtureASTM C-260Air-Entraining Admix 0.65oz/cwt C+P
4.0
AdmixtureASTM C-494Type A/D WRoz/cwt C+P
Total Weight: 3909lbs
Unit Weight: 144.74pcf
w/cm Ratio: 0.51
Fly Ash Replacement:20.0 %
Slump:3.00 - 5.00 inches
Air Content:3.0 - 6.0 %
Comments:
The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp. reserves the right to
increase cementitious content if needed.
Chemical admixtures are added in accordance with the manufacturer's recommendations. Lattimore Materials Corp.
reserves the right to adjust dosages or change admixtures when required.
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5/19/2015
Date:
Mix Name:5177.Statistical Compressive Strength History
Units :US
PSIStrength and Strength Fit vs MaturityPSI# of Occ.Histogram for 28 Day Strength%/PSI
Maturity DaysPSI
95% of tests lie above cross-hatched area
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12"
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318
Tests Slump Air Day Day Day Dev Req'd
------------------------------------------------------------------------------
30 4.43 3.79 2380 3030 4400 390 3520
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Batch Date Slump Spread Air Strengths Acc Age
Number 3 Day 7 Day 28 Day Run Avg 3
------------------------------------------------------------------------------
63167342 1/14/2015 5.00 4.10 2700 4400
62502170 1/15/2015 3.75 6.00 3170 4780
62502825 1/21/2015 4.50 2.80 2260 4270 4480
62503050 1/27/2015 3.00 3.60 2890 4010 4350
63168480 1/28/2015 4.00 3.50 2990 4710 4330
63168795 1/30/2015 6.00 3.00 2040 4050 4260
63168749 1/30/2015 5.00 3.50 2120 4060 4270
63169170 2/6/2015 6.00 5.40 1850 2310 3780 3960
63562270 2/7/2015 4.50 2.00 3250 4770 4200
63562268 2/7/2015 5.00 6.10 2690 4080 4210
63169735 2/10/2015 4.00 4.40 2560 3340 4870 4570
63169690 2/10/2015 2.50 2.80 2990 3680 4960 4630
63169653 2/10/2015 3.00 3.50 2570 3280 4590 4800
63700535 2/10/2015 4.00 4.50 3190 4920 4820
63562380 2/12/2015 5.00 3.50 2160 3840 4450
62822402 2/13/2015 5.00 3.60 2900 4380 4380
63170549 2/19/2015 5.00 3.50 2720 3940 4050
63170525 2/19/2015 4.50 3.20 3040 4720 4350
63562944 3/16/2015 4.25 4.90 2960 4580 4410
62631403 3/24/2015 3.00 3.90 3180 3980 4420
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DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Batch Date Slump Spread Air Strengths Acc Age
Number 3 Day 7 Day 28 Day Run Avg 3
------------------------------------------------------------------------------
63563128 3/24/2015 5.00 3.70 3050 4320 4290
64015801 3/25/2015 5.00 3.30 2870 4140 4150
63563302 3/26/2015 5.00 3.00 3440 4900 4450
63901972 3/27/2015 3.00 3.40 3170 4500 4510
63171959 4/1/2015 4.75 2.70 2530 3110 4480 4630
63563661 4/3/2015 5.00 3.70 2980 3590 4190
63563725 4/7/2015 5.25 4.10 2760 4460 4170
62824059 4/9/2015 4.50 3.80 3940 4700 4250
63902244 4/10/2015 4.75 4.10 3540 4810 4650
63563887 4/15/2015 3.50 4.10 3190 4560 4690
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Lattimore Materials Company
1700 Redbud Blvd, Sutie 200
McKinney, Texas 75069
972-221-4646 (main)
972-221-9647 (fax)
www.lattimorematerials.com
Gradation Analysis for #57 Coarse Aggregate
ASTM C29, C33, C117, C127 & D75
Date Sampled:Sample:10-Apr-20151" x #4
Date ran:Source:10-Apr-2015Stringtown
Total dry wt:lbs.Location:34.95
Melissa Rail (Radial Stockpile
ASTM C33 #57 NTCOG 2.1.1
SieveSize (in)Wt. Ret.% Ret.% Pass
LimitsGrade 3 Limits
1-1/2"1.5000.000.0%100.0%
100%100
1"1.0000.702.0%98.0%
95% to 100%95% to 100%
3/4"0.7506.2017.7%82.3%
--
1/2"0.50022.8065.2%34.8%
25% to 60%25% to 50%
3/8"0.37526.3575.4%24.6%
--
#40.18832.1592.0%8.0%
0% to 10%1% to 10%
#80.09433.9097.0%3.0%
0% to 5%0% to 5%
PAN
--
100%
90%
80%
70%
% Passing
60%
Minimum
50%
40%
Maximum
30%
20%
10%
0%
0.0100.1001.00010.000
Sieve Size (in.)
Absorbtion:1.3%
Decant:0.52%
Specific Gravity:2.53
Loose Unit Wgt:83.24lb/ft3
Rodded Unit Wgt:96.27
Product Data Sheet
Sika Air
Sika Air
®
Air Entraining Admixture
Description Sika Air admixture is an aqueous solution of organic materials.
Sika Air meets the requirements of ASTM C-260 for air entraining admixtures.
Applications Sika Air is recommended for use whenever air entrained concrete is desired.
Ready-mix, precast and block producers can achieve predictable and uniform
entrained air contents in concrete, even where harsh lean mixes are used or
Advantages Durability:
Air entrainment is recognized as the most effective prevention against con-
crete scaling in exposed environments. Air entrained concrete delivers par-
in colder climates where frost and freeze-thaw cycles can cause scaling and
damage to the concrete surface.
Air entraining agents help to prevent scaling by creating microscopic air
voids that water trapped in the concrete can expand into when the concrete
freezes, thus preventing cracks caused by the natural expansion. Entrained
air voids in the concrete will also increase durability in harsh environments
where concrete is exposed to deicing salts, marine salts and sulfates.
Workability and Placeability:
Workability and placeability are also improved by the lubricating action of the
and shrinkage will be reduced because less water is needed to obtain the
desired workability.
How to Use
Dosage
air. Higher air contents may be obtained by increasing the dosage rate.
Dosage rates will vary depending on the air content required for a particular
volume.
Other factors that may affect the amount of air entrained into the concrete
including total cementitious content, type of pozzolanic materials, sand grada-
-
ment. Sika recommends that trial mixes be performed whenever material or
any other changes are made that may affect the amount of entrained air.
In mixes requiring a lower or higher amount dosage rate, please contact your
Measure the required quantity per batch manually or with automatic dispenser
equipment. Add Sika Air to mixing water or sand. Do not mix with dry cement.
When Sika Air is used in combination with other admixtures, care must be
taken to dispense each admixture separately into the mix.
Combination with other admixtures, particularly water reducers and retarders, may
increase the amount of entrained air in the mix. Air contents should be checked with
an air-meter after batching and dosage adjustments made at the concrete plant.
Packaging
drums and bulk delivery.
Storage and Shelf life
thoroughly to return to normal state.
Typical Data
Appearance Dark Amber liquid.
CAUTION: IRRITANT
irritaton. May be harmful if swallowed.
Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant
only in well ventilated areas. Wash thoroughly with soap and water after use.
Remove contaminated clothing and launder before reuse.
Eyes:Skin:
soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not
induce vomiting. Dilute with water. Contact physician. In all cases contact a
Safety
materials safety.
Clean Up-
suitable sealed container. Dispose of excess product and container in accor-
dance with applicable environmental regulations.
relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products
when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-
als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no
liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be
created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika
are subject to its current terms and conditions of sale which are available at www.sikacorp.com
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most cur-
rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or
. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction
for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.
SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties
on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and
assumes all risks. Buyer’s sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor.
Sika Corporation
1-800-933-SIKA
For the location of your nearest Sika representative, contact your regional center.
North Central Region:
South East Region: South Central Region:
Western Region:
Canada: Ontario: Alberta:
Sika is a registered trademark. Made in USA. Printed in USA.
Product Data Sheet
Plastocrete 161
Plastocrete161
®
Water Reducing Admixture
Description Plastocrete 161 is a lignin polymer-type water-reducing admixture.
Plastocrete 161 meets the requirements of ASTM C-494 Types A, B and D.
Applications Plastocrete 161 is recommended for use in all applications where high quality
concrete with superior workability is required.
Advantages Plastocrete 161 water reducing admixture provides an economical and highly
effective means of reducing the amount of mixing water required to produce
concrete of a certain slump by acting as a dispersant for the cement particles
in the mix.
Through this dispersing action more of the surface area of the cement particles
is available for early hydration. The more cement particles hydrated by contact
with the mixing water, the greater the compressive strength of the concrete.
Plastocrete 161 is formulated as a Type A water reducer to allow up to 10%
hardened and plastic states.
Reduced water content required to achieve desired slump, increases
-
cal mixes.
Consistent normal setting times throughout the recommended dosage.
Lower water cement ratios provide decreased permeability and increased
durability.
Plastocrete 161 does not contain intentionally added chlorides and will
not initiate nor promote the corrosion of steel in the concrete.
How to Use
Dosage Dosage rates will vary depending on the material used, ambient conditions
For general concreting applications, Sika recommends a dosage rate between
of cementitious materials are recommended for applications where higher
water reduction is needed as well as extended workability and prolonged
setting times.
Dosage rates outside the recommended range may be used where
-
Plastocrete 161 is added at the concrete plant. Measure required quantity
manually or by automated dispenser. Add into the water line at the batch plant
or to the mixer at the end of the batching cycle.
Plastocrete 161 works effectively as a
single admixture or in combination with other admixtures in the Sika System.
entraining admixtures.
When used in combination with other admixtures, care must be taken to
dispense each admixture separately into the concrete. Do not mix with dry ce-
ment.
Packaging
Storage and Shelf-life
agitate thoroughly to return to normal state before use.
Typical Data
Appearance Dark Brown liquid
Approx. 1.2
Caution
Skin and eye irritant; avoid contact. The use of NIOSH approved respirator,
safety goggles and rubber gloves is recommended. Avoid breathing product.
Use with adequate ventilation. Remove contaminated clothing.
Handling and Storage
only in well ventilated areas. Wash thoroughly with soap and water after use.
Remove contaminated clothing and launder before reuse.
soap and water. Remove person to fresh air. Do not
induce vomiting. Dilute with water. Contact a physician.
Clean Up
in suitable sealed container. Dispose of excess product and container in
accordance with applicable environmental regulations.
relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products
when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-
als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no
liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be
created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika
www.sikacorp.com
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most cur-
rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or
. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction
for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.
SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties
on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and
assumes all risks. Buyer’s sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor.
Sika Corporation
201 Polito Avenue601, Delmar Avenue
1-800-933-SIKA
Pointe-Claire, QC H9R 4A9
For the location of your nearest Sika representative, contact your regional center.
Sika and Plastocrete are registered trademarks. Made in USA. Printed in USA.
Product Data Sheet
Plastiment ES
Plastiment ES
®
Water-reducing and Retarding Admixture
Description Plastiment ES is a water-reducing and retarding admixture. Plastiment ES meets
the requirements of ASTM C-494 as Types B and D and AASHTO M194 Types B
and D admixture.
Applications Plastiment ES should be used when a controlled delay in set time or increase in
slump life of concrete is desired. Plastiment ES can be utilized in concrete used
temperature
cold joints in hot weather conditions
cement ratio
does not contain calcium chloride or any other intentionally added chlorides.
How to Use
Dosage
particular application should be determined by conducting trial mixes. Dosages
-
ments after conducting trial mixes.
Mixing Add Plastiment ES at the concrete plant. Measure required quantity manually or
by automated dispenser. Add into the water line at the batch plant or directly into
the concrete at the end of the mixing cycle. Do not mix with dry cement.
Combination with other admixtures: Plastiment ES is compatible with other
admixture should be added to the concrete separately.
Packaging
Storage and Shelf Life
thoroughly to return to normal state.
Typical Data
Appearance Brown Liquid
Handling and Storage
Eyes – Skin –
and water. Inhalation – Ingestion –
Dilute with water. Contact physician. In all cases contact a physician immedi-
Clean Up
sealed container. Dispose of excess product and container in accordance with
-
m
-
or
Sika Corporation
1-800-933-SIKA
North Central Region:
South East Region: South Central Region:
Western Region:
Canada: Ontario: Alberta:
LattimoreMaterialsCorp.
P.O.Box2469
Addison,TX.75001
(972)2214646(972)5293546fax
www.lmctx.com
MATERIALSAFETYDATASHEET
SECTION1ΑCHEMICALPRODUCTANDCOMPANYIDENTIFICATION
ProductName:ReadyMixConcrete,PreMixedConcrete,TransitMixedConcrete,Grout.
MSDScoversallConcreteMixDesignspreparedbyLMC.
CASNo:N/A
ProductUse:ReadyMixConcreteisastructuralcomponentusedinstructuralandcivil
engineering.
ProductCode:
ChemicalFamily:N/A
ChemicalNameandSynonyms:N/A
Formula:ThisproductconsistsofPortlandcement,flyash,sand,aggregate,andad
mixtures,individualcompositionsofconstituentswillvarywithinthemix
designranges.
Supplier/Manufacturer:LattimoreMaterialsCorp.
EmergencyContactInformation:LattimoreMaterialsCorp.
ES&HDepartment(972)2214646
SECTION2ΑCOMPOSITION/INFORMATIONONINGREDIENTS
ReadyMixConcreteIngredients&TheirExposureLimits:
CurrentACIHTLVfor8hourExposure
PercentageofTotalDust(Mass)RespirableDust
ChemicalEntity/IngredientCASNo:
Mixmg/m Ċ(Mass)mg/m Ċ
Crushedstoneorgravel0to6010mg/m Ċ 5mg/m Ċ
Sand1to5010mg/m Ċ 5mg/m Ċ
PortlandCement659971511to2510mg/m Ċ 5mg/m Ċ
Water
FlyAsh1to2510mg/m Ċ 5mg/m Ċ
CrystallineSilica148086072mg/m Ċ 0.05mg/m Ċ
Note:
Cement,sandandgravelmaycontain0.1%60%crystallinesilica(CASNo.14808607)dependingontheproportionand
crystallinesilicacontentoftheingredients.Allingredientsmaycontaincrystallinesilica.Wetstageposesnoriskorhazard.
April2011ReadyMixConcretePage1of7
MATERIALSAFETYDATASHEET
SECTION3ΑHAZARDIDENTIFICATION
EmergencyOverview:
Concreteisalightgrayfluidmixturethatposesanimmediatehazardtoeyetissue.Exposureofsufficientduration
towetconcretecancauseserious,potentiallyirreversibletissue(skinoreye)destructionintheformofchemical
(caustic)burns,includingthirddegreeburns.
Iffootwearorclothingbecomessaturatedwithwetconcrete,removeimmediatelyandwashareawithwaterand
mildsoap.Donotallowprolongedcontact.
PotentialHealthEffects:
Relevantroutesofexposureare:
EYECONTACTandSKINCONTACT:
EffectsResultingfromEYECONTACT:
Exposuretowetconcretemaycauseimmediateordelayedirritationorinflammation.Eyecontactby
splashesorwetconcretemaycauseeffectsrangingfrommoderateeyeirritationtochemicalburnsand
blindness.Suchexposuresrequireimmediatefirstaidandmedicalattentiontopreventsignificant
damagetotheeye.
EffectsResultingfromSKINCONTACT:
Discomfortorpaincannotbereliedupontoalertapersontoahazardousskinexposure.Consequently,
theonlyeffectivemeansofavoidingskininjuryorillnessinvolvesminimizingskincontact,particularly
contactwithwetconcrete.Exposedpersonsmaynotfeeldiscomfortuntilhoursaftertheexposurehas
endedandsignificantinjuryhasoccurred.
Exposuretomoistorwetconcretemaycausemoresevereskineffectsincludingthickening,cracking,
fissuringoftheskin.Prolongedexposurecancausesevereskindamageintheformor(caustic)chemical
burns.
EffectsResultingfromINHALATION:
ofcrystallinesilica.Prolongedexposuretorespirablefreecrystallinesilica
Concretemaycontainamounts
mayaggravateotherlungconditions.Itmayalsocausedelayedlunginjuryincludingsilicosis,adisabling
andpotentiallyfatallungdisease,and/orotherdiseases.(Alsoseeͻ/ğƩĭźƓƚŭĻƓźĭtƚƷĻƓƷźğƌͼbelow.)
Respirableexposuretosilicainconcretemayoccuronlyifconcreteisdrilled,cut,groundorpolished.
Exposuretoconcretedustmaycauseirritationtothemoistmucousmembranesofthenose,throat,and
upperrespiratorysystem.Thedustmayalsoleaveunpleasantdepositsinthenose.
EffectsResultingfromINGESTION:
NotApplicable
April2011ReadyMixConcretePage2of7
MATERIALSAFETYDATASHEET
ChronicEffects
Someindividualsmayexhibitanallergicresponseuponexposuretoreadymixconcrete.Theresponse
mayappearinavarietyofformsrangingfromamildrashtosevereskinulcers.Personsalreadysensitized
mayreacttotheirfirstcontactwiththeproduct.Othersmayfirstexperiencethiseffectafteryearsof
contactwithreadymixconcrete.Minimizingcontactwithskinisthebasicprotectiontoreducethis
exposure.
CarcinogenicPotential
ReadyMixConcreteisnotlistedasacarcinogenbyNTP,OSHA,orIARC.Itmay,however,containtrace
amountsofsubstanceslistedascarcinogensbythoseorganizations.
Crystallinesilica,apotentialtracelevelcontaminantinPortlandcement,isfoundintheaggregate
componentsinvaryingpercentagesandisclassifiedbyIRACasaknownhumancarcinogen(Group1).
NTPhascharacterizedRespirablesilicaasͻƩĻğƭƚƓğĬƌǤanticipatedtobe\[a\]ĭğƩĭźƓƚŭĻƓͼ͵
MedicalConditionsThatMayBeAggravatedByInhalationorDermalExposure:
ΑPreexistingupperrespiratoryandlungdiseases.
ΑPreviousexposuretodustfromhardenedproduct.
ΑUnusualor(hyper)sensitivitytohexavalentchromium(chromium(+6))salts.
SETION4ΑFIRSTAIDMEASURES
Eyes
Immediatelyflusheyesthoroughlywithwater.Continueflushingfor15minutes,includingunderthelids,
foratleast15minutes.Seekmedicalattentionimmediately.
Skin
WashskinwithwaterandpHneutralsoapormilddetergentintendedforuseonskin.
Ifclothingorfootwearissaturatedremoveimmediatelyandwashareawithwaterandmildsoap.If
contacthasbeensevereenoughtocausereddeningoractualburnstoskin,placesterilebandageonarea
andseekmedicalattention.
Inhalation
Inwetform,concretecannotbeinhaled.
Ingestion
Inwetform,concreteisunlikelytobeingested.Ifconcreteentersmouth,washoutwithwater
immediately.Seekmedicalattentionifanyburningsensationoractualburnsoccur.
April2011ReadyMixConcretePage3of7
MATERIALSAFETYDATASHEET
SECTION5ΑFIREEXPLOSIONDATA/FIREFIGHTINGMEASURES
Flammability:NotFlammable.FlashPoint:NotApplicable.
LowerExplosiveLimit:NotApplicable.UpperExplosiveLimit:NotApplicable.
AutoIgnitionTemperature:NotApplicable.SensitivityToStaticDischarge:NotApplicable.
SensitivityToImpact:NotApplicable.ExtinguishingMedia:NotApplicable.
SpecialFireFightingProcedures:None.HazardousCombustionProducts:NotApplicable.
UnusualFireAndExplosionHazards:NotApplicable.
SECTION6ΑSTABILITYANDREACTIVITY
Stability:Stable
Incompatibility:Portlandcementreactswithwatertoproduceacausticsolution,pH12topH
13.Wetconcreteisalkaline.Assuchitisincompatiblewithacids,ammonium
salts,andaluminummetal.Aluminumpowderandotheralkaliandalkaline
liberatinghydrogengas.
earthelementswillreactinwetmortarorconcrete,
Concretedissolvesinhydrofluoricacidproducingcorrosivesilicontetrafluoride
gas.Silicatesreactwithpowerfuloxidizerssuchasfluorine,chlorineand
trifluorides,andoxygendifluoride.
HazardousDecomposition:Willnotoccur.
HazardousPolymerization:Willnotoccur.
SECTION7ΑHANDLINGANDSTORAGE
Normaltemperaturesandpressuresdonotaffectthematerial.
Promptlyremovedustyclothingorclothingwhichiswetwithconcretefluidsandlaunderbeforereuse.Wash
thoroughlyafterexposuretodustorwetcementmixturesorfluids.
anddeliveredtotheenduserinsemifluid
ReadyMixConcreteispremixedataplantorinatruckmixerdrum
statereadytobeplacedtosetinfinalform.
SECTION8ΑEXPOSURECONTROLS/PERSONALPROTECTION
EyeProtection:
Safetyglasseswithsideshields,orgoggles,shouldbewornwhenengagedinactivitieswherecement
dust,wetcement,orconcretecouldcontacttheeye.Inextremelydustyenvironmentsandunpredictable
environments,wearunventedorindirectlyventedgogglestoavoideyeirritationorinjury.Contactlenses
shouldnotbewornwhenworkingwithreadymixconcreteorfreshconcreteproducts.
SkinProtection:
Preventionisessentialtoavoidpotentiallyseverskininjury.Avoidcontactwithunhardened(wet)
concreteproducts.Ifcontactoccurs,promptlywashaffectedareawithsoapandwater.Wearimpervious
clothingandglovestoeliminateskincontactwhereprolongedexposuretounhardenedreadymix
areimpervioustowatertoeliminatefootandankle
concreteproductsmightoccur.Wearbootsthat
exposure.Ifstandinginwetconcreterubberbootsmustbeworntopreventinjury.
April2011ReadyMixConcretePage4of7
MATERIALSAFETYDATASHEET
Wetconcretemaysplashintoopenboottopsandsaturatesocksandremainincontactforalengthy
periodoftime.Preventionistoensurethatbootsarefullylacedup.
Donotrelyonbarriercreams;barriercreamsshouldnotbeusedinplaceofgloves.
Periodicallywashareasincontactwithdryportlandcement,wetcement,orconcretefluidswithapH
neutralsoap.Washagainattheendofworkday.Ifirritationoccurs,immediatelywashtheaffectedarea
andseektreatment.Clothingsaturatedwithwetconcreteshouldberemovedimmediatelyandreplaced
allowclothingsaturatedwithwetconcretetoremainincontactwithskin
withclean,dryclothing.Donot
foranyperiodoftime.
RespiratoryProtection:
Avoidactionsthatcausedusttobecomeairborne.Uselocalorgeneralventilationtocontrolexposuresto
belowapplicableexposurelimits.
UseNIOSH/MSHAapproved(under30CFR11)orNIOSHapproved(under42CFR84afterJuly10,1998)
respiratorsinpoorlyventilatedareas,ifanapplicableexposurelimitisexceeded,orwhendustcauses
discomfortorirritation.
Ventilation:
Uselocalexhaustorgeneraldilutionventilationtocontrolexposurewithinapplicablelimits.
SECTION9ΑPHYSICALANDCHEMICALPROPERTIES
Appearance:Grayfluid/hydraulicmixture Odor:Nodistinctodor.
OdorThreshold:Notapplicable.PhysicalState:Solid(powder).
pH(asasolid):Notapplicable.pH:12to13
SolubilityInWater:Notapplicable.VaporPressure:Notapplicable.
VaporDensity:Notapplicable.BoilingPoint:Notapplicable.(i.e.,>1000 ȴ C).
FreezingPoint:Notapplicable.MeltingPoint:Notapplicable.
SpecificGravity(HO=1.0):3.15 EvaporationRate:Notapplicable.
2
Coeff.Water/OilDist.:Notapplicable.
SECTION10ΑTOXICOLOGICALINFORMATION
EffectsOfAcuteExposure:
Wetconcretemixturescandrytheskin,causealkaliburns,andirritatetheeyesandupperrespiratory
tract.Ingestioncancauseirritationofthethroat.
EffectsOfChronicExposure:
Dustfromconcretecancauseinflammation/irritationofthetissueliningtheinteriorofthenoseandthe
cornea(white)oftheeye.
SECTION11ΑECOLOGICALINFORMATION
Ecotoxicity:Norecognizedunusualtoxicitytoplantsandanimals.
April2011ReadyMixConcretePage5of7
MATERIALSAFETYDATASHEET
SECTION12ΑDISPOSALCONSIDERATIONS
Disposeofwastematerialaccordingtolocal,provincial,state,andfederalregulations.(Sincesetconcreteis
stable,allowmaterialtoharden).
Disposeinanapprovedlandfill.
SECTION13ΑTRANSPORTINFORMATION
HazardousMaterialsDescription:ReadyMixConcreteisnothazardousundertheTDGAct
ProperShippingName:(Canada)orDOTregulations(USA)
HazardClass:Notapplicable.
IdentificationNumber:Notapplicable.
RequiredLabelText:Notapplicable.
HazardousSubstance/ReportableQuantities(RO):Notapplicable.
SECTION14ΑREGULATORYINFORMATION
StatusunderUSDOLOSHAHazardCommunicationRule,29CFR1910.1200:
ReadyMixConcreteisconsideredaͻŷğǩğƩķƚǒƭĭŷĻƒźĭğƌͼunderthisregulationandshouldbepartofany
hazardcommunicationprogram.
StatusunderCERCLA/Superfund,40CFR117and302:
Notlisted.
HazardCategoryunderSARA(TitleIII),Sections311and312:
ReadyMixConcretequalifiesasaͻŷğǩğƩķƚǒƭƭǒĬƭƷğƓĭĻͼwithdelayedhealtheffects.
StatusunderSARA(TitleIII),Section313:
NotsubjecttoreportingrequirementsunderSection313.
SECTION15ΑREGULATORYINFORMATION(CONTINUED)
StatusunderTSCA(asofMay1997):
SomesubstancesinReadyMixConcreteareontheTCSAinventorylist.
StatusundertheFederalHazardousSubstanceAct:
ReadyMixConcreteisaͻŷğǩğƩķƚǒƭƭǒĬƭƷğƓĭĻͼsubjecttostatutespromulgatedunderthesubjectact.
StatusunderCaliforniaProposition65:
Thisproductcontainschemicals(tracemetals)knowntotheStateofCaliforniatocausecancer,birth
defects,orotherreproductiveharm.Californialawrequiresthemanufacturertogivetheabovewarning
intheabsenceofdefinitivetestingtoprovethedefinedrisksdonotexist.
StatusunderCanadianEnvironmentalProtectionAct:
Notlisted.
April2011ReadyMixConcretePage6of7
MATERIALSAFETYDATASHEET
StatusunderWHMIS:
PortlandcementisconsideredtobeahazardousmaterialundertheHazardousProductsActasdefined
bytheControlledProductsRegulationsandisthereforesubjecttothelabelingandMSDSrequirementsof
theWorkplaceHazardousMaterialsInformationSystem(WHMIS).
ThisproducthasbeenclassifiedinaccordancewiththehazardouscriteriaoftheCPRandtheMSDS
containsalltheinformationrequiredbytheCPR.
SECTION16ΑOTHERINFORMATION
OtherImportantInformation:
Concreteshouldonlybeusedbyknowledgeablepersons.Vitaltousingtheproductsafelyrequiresthe
usertorecognizethatportlandcementchemicallyreactswithwaterandthatsomeoftheintermediate
productsofthisreaction,duringthesettingstage,arethecauseofthehazardswhenhandlingthis
product.
Whiletheinformationprovidedinthismaterialsafetydatasheetisbelievedtoprovideausefulsummary
ofthehazardsofconcrete,asitiscommonlyused,oncannotanticipateandprovidealloftheinformation
thatmightbeneededineverysituation.Inexperiencedproductusersshouldobtainpropertraining
beforeusingthisproduct.
Thedatafurnishedinthissheetdoesnotaddresshazardsthatmaybeposedbyothermaterialsmixed
withconcrete.Usersshouldreviewotherrelevantmaterialsafetydatasheetsbeforeworkingwith
concreteorworkingwithproductscontainingportlandcement.
Norepresentationsorwarrantieswithrespecttotheaccuracyorcorrectnessofthisinformation,orof
anykindornaturewhatsoeveraregiven,made,orintendedbyLattimoreMaterialsCorp.Nolegal
responsibilitywhatsoeverisassumedforthisinformation,orforanyinjuriesordamages,however
caused,whichmayresultfromtheuseofthisinformation.Thisinformationisofferedsolelyfor
informationalpurposesandissubjecttoyourownindependentinvestigationandverification.
April2011ReadyMixConcretePage7of7