Mix design (concrete) LMC Lattimore Materials Corp.
15900 DOOLEY ROAD
someemmom ADDISON TX 75001
simemomme
(972) 221-4646(main)
(972) 221-9647(fax)
Date: 12/17/2013
Client: KCK UTILITY CONSTRUCTION INC
Attention:
Project: EASTLAKE ADDITION-COPPELL
Location: COPPELL,TEXAS
Usage Mix Number f'c w/c+p Slump Air
1701. 4200 0.45 3.00-5.00" 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.
Please send break reports to:
mixdesignt Qgregate-us.com
Brandi Howell
Technical Services Coordinator
Lattimore Materials Corp.
15900 Dooley Road
Addison,Texas 75001
Office:972-221-5454
1992-2013 Digital Site Systems,Inc. Page 1 Quadrel iService SM
LMC Lattimore Materials Corp.
15900 DOOLEY ROAD
�� ADDISON TX 75001
(972) 221-4646(main)
(972) 221-9647(fax)
Concrete Mix Design
Date: 12/17/2013
Client: KCK UTILITY CONSTRUCTION INC
Project: EASTLAKE ADDITION-COPPELL
COPPELL,TEXAS
1.0 Cubic Yard by Weight-SSD
Mix Number: 1701.
Strength @ 28 Days: 4200 psi
Usage:
Materials: SSD Weights
Cement ASTM C-150 Type I/II 564 lbs
Coarse Aggregate ASTM C-33 1"-#4 Crushed Stone 1666 lbs
Fine Aggregate ASTM C-33 Concrete Sand 1432 lbs
Water ASTM C-94 Water 256 lbs
Admixture ASTM C-260 Air-Entraining Admix 0.66 oz/cwt C+P
Admixture ASTM C-494 Type ND WR 4.0 oz/cwt C+P
Total Weight: 3920 lbs
Unit Weight: 145.12 pcf
w/cm Ratio: 0.45
Fly Ash Replacement: 0.0
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.
1992-2013 Digital Site Systems,Inc. Page 2 Quadrel iService SM
LMC
..... Date: 12/17/2013
Mix Name: 1701. Statistical Compressive Strength History Units: US
PSI Strength and Strength Fit vs Maturity PSI #of Occ. Histogram for 28 Day Strength %/PSI
6500 6500 12.00 1-- 0.06
6000 _ _ • 6000
10.00 f 0.05
5500 _- - 's--- 5500 \
5000 1 _ 5000
8.00 __ _ - 0.04
4500 ' ,., __ 4500 6.00 _ -- x 0.03
4000 / I , 4000 4.00 0.02
't
3500 I_ 3500 = '
S - 2.00 , _ _ --- 0.01
3000 s _t_ ��w - 3000 ,
-�
2500 - _.. _ _- 2500 0.00 �___--a- I =- 0.00
5 10 15 20 25 30 35 40 45 50 55 60 3000 3500 4000 4500 5000 5500 6000 6500 7000
Maturity Days PSI
95%of tests lie above cross-hatched area
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12"
Strengths
-). Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318
asts Slump Air Day Day Day Dev Req'd
30 3.90 3.93 4140 5140 620 5140
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
62464927 7/19/2013 3.75 3.40 4580 5470
63881861 7/30/2013 4.00 5.30 3290 4360
70984927 8/1/2013 4.40 3840 4990 4940
63882003 8/2/2013 3.00 4.90 4160 5110 4820
62466511 8/9/2013 3.25 3.70 3770 5730 5280
63937662 8/13/2013 4.00 4.20 3660 4660 5160
62467218 8/20/2013 3.50 3.30 4340 5120 5170
62467451 8/23/2013 3.00 3.70 4740 5040 4940
63882781 8/26/2013 7.50 5.20 4040 4640 4930
62467616 8/27/2013 4.50 3.20 4920 5270 4980
62467695 8/28/2013 4.75 3.90 3690 4790 4900
63882904 8/29/2013 4.00 4.00 4410 5840 5300
62467925 8/30/2013 4.50 3.80 4370 5000 5210
63136214 9/5/2013 1.00 1.90 4290 5430 5420
63883442 9/17/2013 4.25 3.50 3400 4620 5020
62469231 9/18/2013 2.50 3.20 3930 5400 5150
2469323 9/19/2013 3.00 3.50 4140 5460 5160
J987974 9/25/2013 3.00 4.30 4910 5910 5590
70988078 9/26/2013 3.50 4.10 5270 6330 5900
63076217 10/3/2013 2.50 3.50 3040 3980 5410
1992-2013 Digital Site Systems,Inc. Page 3 Quadrel iService SM
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
63994870 10/4/2013 4.75 4.80 4070 4940 5080
3994898 10/4/2013 4.50 4.20 4620 5390 4770
03266688 10/18/2013 3.50 3.00 4710 5730 5350
70989225 10/22/2013 4.00 4.70 3810 5220 5450
63995626 10/22/2013 5.00 4.10 2990 3850 4930
63995618 10/22/2013 5.00 3.70 3170 4050 4370
63884106 10/24/2013 4.50 4.40 4210 4860 4250
63884220 11/8/2013 3.75 2.80 5160 5560 4820
62472497 11/12/2013 3.00 4.00 4880 6330 5580
63884412 11/14/2013 5.50 5.30 3850 5250 5710
1992-2013 Digital Site Systems,Inc. Page 4 Quadrel iService SM
LMC Lattimore Materials Corp.
15900 Dooley Road
Addison, Texas 75001
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: 26-Aug-2013 Sample: 1" x #4
Date ran: 26-Aug-2013 Source: Stringtown
Total dry wt: 47.10 lbs. Location: Load Out
Sieve Size (in) Wt. Ret. % Ret. % Pass ASTM C33#57
Limits
1-1/2" 1.500 0 0.0% 100.0% 100%
1" 1.000 1.5 3.2% 96.8% 95% to 100%
3/4" 0.750 10.1 21.4% 78.6% -
1/2" 0.500 25.8 54.8% 45.2% 25% to 60%
3/8" 0.375 35.6 75.6% 24.4% -
#4 0.188 43.5 92.4% 7.6% 0% to 10%
#8 0.094 46.2 98.1% 1.9% 0% to 5%
PAN -
100% •
90%
80%
70%
60% %Retained
50% t%Passing
40%
30%
20%
10%
0.010 0.100 1.000 10.000
Sieve Size (in.)
ASTM C-117 0.52%
Absorbtion: 1.43%
Specific Gravity: 2.56
Dry Loose Unit Wt: 86.61 Ib/ft3
Dry Rodded Unit Wt: 98.59 lb/ft3
LAIC Lattimore Materials Corp.
15900 Dooley Road
Addison, Texas 75001
972-221-4646 (main)
972-221-9647 (fax)
www.lattimorematerials.com
Gradation Analysis for Fine Aggregates
ASTM C29, C33,C117, C128&D75
Date Sampled: 1-Aug-2013 Sample: Spec
Date ran: 2-Aug-2013 Source: Rosser
Total dry wt: 746.5 grams Location: Current
Sieve Size(in) Wt Ret. %Ret. % Pass %Passing ASTM % Retained TxDOT
C33 Limits 421
318" 0.375 0.0 0.0% 100.0% 100% 0%
#4 0.188 9.9 1.3% 98.7% 95% to 100% 0%to 5%
#8 0.094 147.1 19.7% 80.3% 80%to 100% 0%to 20%
#16 0.047 259.4 34.7% 65.3% ^ 50%to 85% 15%to 50%
#30 0.023 342.5 45.9% 54.1% 25%to 60% 35%to 75%
#50 0.012 581.7 77.9% 22.1% 5%to 30% 65%to 90%
#100 0.006 731.2 98.0% 2.0% _ 0%to 10% 90%to 100%
#200 0.003 744.6 99.7% 0.3% 0%to 3% 97%to 100%
PAN - -
Fineness Mod.: 2.78
Specific Gravity: 2.68
Dry Loose Unit Wt: 109.23 lb/ft3
Dry Rodded Unit Wt: 118.38 Ib/ft3
Absorbtion: 1.23%
Sand Equiv.: 93.4
' ��AT i���y �
:1,.,. �. BRANDI ANN HOWELL , ,
'_°' "=Notary Public,State of Texas �,)
.5,. My Commission Expires
''%'��o'v��*�'' February 15. 2016
q h( C(S
Product Data Sheet
Edition 09.25.2009
Identification no. 147-540
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
fly-ash is added to the concrete.
Advantages Durability:
•Air entrainment is recognized as the most effective prevention against con-
crete scaling in exposed environments.Air entrained concrete delivers par-
ticular benefits in the form of increased concrete durability. This is important
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
microscopic bubbles in the concrete. Concrete will flow better, and bleeding
and shrinkage will be reduced because less water is needed to obtain the
desired workability.
How to Use
Dosage Dosage rates for Sika Air will typically fall between 0.5 and 3 fl. oz. per 100
lbs. (32- 195 ml/100 kg) of cementitious to entrain between 4 and 6 percent
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
project. Typically air contents will be specified in the range of 4 to 8 percent by
volume.
Other factors that may affect the amount of air entrained into the concrete
including total cementitious content, type of pozzolanic materials, sand grada-
tion, salt/clay in aggregates, temperature and water content. The use of fly
ash, particularly high LOI fly ash, can result in a higher dosage of air entrain-
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
local regional Sika office or Sika technical service department at 1-800-933-
a '
7452 for further information.
tat*e
Mixing 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:
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 Sika Air is available in 55 gallon drum (208 liter), 275 gallon totes (1040 liters)
drums and bulk delivery.
Storage and Shelf life Sika Air should be stored at above 40°F (5°C). If frozen, thaw and agitate
thoroughly to return to normal state.
Shelf life when stored in dry warehouse conditions between 50°F and 80°F
(10°C-27°C) is one year.
Typical Data
Appearance Dark Amber liquid.
Specific Gravity Approx. 1.0
CAUTION: IRRITANT Contains Aqueous Solution (CAS:Mixture). May cause eye/skin/respiratory
irritaton. May be harmful if swallowed.
Handling and Storage Avoid direct contact. Wear personal protective equipment(chemical resistant
goggles/gloves/clothing)to prevent direct contact with skin and eyes. Use
only in well ventilated areas. Wash thoroughly with soap and water after use.
Remove contaminated clothing and launder before reuse.
First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin:
Remove contaminated clothing. Wash skin thoroughly for 15 minutes with
soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not
induce vomiting. Dilute with water. Contact physician. In all cases contact a
physician immediately if symptoms persist.
Safety Tested and Certified by WQA according to NSF/ANSI 61 Section 5 for
materials safety.
Clean Up Use personal protective equipment(chemical resistant goggles/gloves/cloth-
ing). Without direct contact, remove spilled or excess product and place in
suitable sealed container. Dispose of excess product and container in accor-
dance with applicable environmental regulations.
KEEP CONTAINER TIGHTLY CLOSED•KEEP OUT OF REACH OF CHILDREN•NOT FOR INTERNAL CONSUMPTION•FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation("Sika")concerning Sika products,including but not limited to,any recommendations and advice
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
product(s)must test the product(s)for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s)
are subject to its current terms and conditions of sale which are available at www sikacorp.com or by calling 800-933-7452.
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 corn or
800-933-7452. 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.
NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTIBILITY
OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR
SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN
A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS.
Sika Corporation Sika Canada Inc.
201 Polito Avenue 601,Delmar Avenue !"e
Lyndhurst,NJ 07071 Pointe-Claire,QC H9R 4A9 1-800-933-SIKA 11 -4` ,
Phone: (201)933-8800 Phone: (514)697-2610 i . ' =C=1'1''J� t ' ,�
Fax: (201)933-6225 Fax: (514)697-3087 �"
www.sikaconstructlon.com www.sika.ca
Regional Information and Sales Centers.For the location of your nearest Sika representative,contact your regional center.
® U.S.: North East Region: Fairless Hills,PA,Phone(215)295-6600 North Central Region: Marion,OH,Phone:(800)851-1545
South East Region: Conyers,GA,Phone:(770)760-1300 South Central Region: Mesquite,TX,Phone:(972)289-6480
Western Region: Santa Fe Springs,CA,Phone:(562)903-3650
Canada: Ontario: Mississauga,ON,Phone:(905)795-3177, Alberta: Edmonton,AB,Phone:(780)486-6111
Quality Certification Numbers:Lyndhurst:FM 69711(ISO 9000),FM 70421(OS 9000),Marion:FM 69715,Kansas City:FM 69107,Santa Fe Springs:FM 69408
Sika is a registered trademark.Made in USA.Printed in USA.
Product Data Sheet
Edition 10.2005
Identification no. 161
Plastocrete 161
Plastocrete® 161
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%
water reduction and maximize the benefits of increased hydration in both the
hardened and plastic states.
• Reduced water content required to achieve desired slump, increases
compressive and flexural strengths and allows the use of more economi-
cal mixes.
• Improved paste quality makes concrete easier to pump and finish.
• 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
and the requirements of a specific project.
For general concreting applications, Sika recommends a dosage rate between
2-4 fl.oz./100 lbs. (130-260 ml/100 kg) of cementitious materials for normal
setting characteristics. Dosage rates of 4-6 fl.oz./100 lbs. (260-390 m1/100 kg)
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
specialized materials such as microsilica are specified, extreme ambient
conditions are encountered or unusual project conditions require special con-
sideration. In this case please contact your local regional Sika office or Sika
® technical service department at 1-800-933-7452 for further information.
Mixing 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.
Combination with other Admixtures: Plastocrete 161 works effectively as a
single admixture or in combination with other admixtures in the Sika System.
When air entrained concrete is specified, Sika recommends the use of Sika air
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 Plastocrete 161 is supplied in 55 gallon (208 liter)drums and bulk delivery.
Storage and Shelf-life Plastocrete 161 should be stored at above 40°F (5°C). If frozen, thaw and
agitate thoroughly to return to normal state before use.
Shelf life when stored in dry warehouse conditions between 50°F and 80°F
(10°C-27°C) is one year.
Typical Data
Appearance Dark Brown liquid
Specific Gravity 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 Avoid direct contact. Wear personal protective equipment(chemical resistant
goggles/gloves/clothing)to prevent direct contact with skin and eyes. Use
only in well ventilated areas. Wash thoroughly with soap and water after use.
Remove contaminated clothing and launder before reuse.
First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin:
Remove contaminated clothing. Wash skin thoroughly for 15 minutes with
soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not
induce vomiting. Dilute with water. Contact a physician. In all cases, contact
a physician immediately if symptoms persist.
Clean Up Use personal protective equipment(chemical resistant goggles/gloves/
clothing). Without direct contact, remove spilled or excess product and place
in suitable sealed container. Dispose of excess product and container in
accordance with applicable environmental regulations.
KEEP CONTAINER TIGHTLY CLOSED•KEEP OUT OF REACH OF CHILDREN•NOT FOR INTERNAL CONSUMPTION•FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation("Sika")concerning Sika products,including but not limited to,any recommendations and advice
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
product(s)must test the product(s)for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s)
are subject to its current terms and conditions of sale which are available at www sikacoro corn or by calling 800-933-7452.
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 sikaconstruct■on com or
800-933-7452. 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.
NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTIBILITY
OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR
SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN
A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS.
Sika Corporation Sika Canada Inc.
201 Polito Avenue 601,Delmar Avenue
Lyndhurst,NJ 07071 Pointe-Claire,QC H9R 4A9 1-800-933-SIKA 41K
ram Phone: (201)933-8800 Phone: (514)697-2610 =Zoo,
Fax: (201)933-6225 Fax: (514)697-3087 c aFalr6 oo,
www.sikaconstruction.com www.sika.ca
Regional Information and Sales Centers.For the location of your nearest Sika representative,contact your regional center.
® U.S.: North East Region: Fairless Hills,PA,Phone:(215)295-6600 North Central Region: Marion,OH,Phone:(800)851-1545
, South East Region: Conyers,GA,Phone:(770)760-1300 South Central Region: Mesquite,TX,Phone:(972)289-6480
Western Region: Santa Fe Springs,CA,Phone:(562)903-3650
Canada: Ontario: Mississauga,ON,Phone:(905)795-3177, Alberta: Edmonton,AB,Phone:(780)486-6111
Quality Certification Numbers:Lyndhurst:FM 69711(ISO 9000),FM 70421(OS 9000),Marion:FM 69715,Kansas City:FM 69107,Santa Fe Springs:FM 69408
Sika and Plastocrete are registered trademarks.Made in USA.Printed in USA.
Product Data Sheet
Edition 6.1.2009
Identification no.
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
for flatwork and horizontal or vertical slipform placements. Use of Plastiment ES
provides a superior surface finish.
Benefits • Improves slump life and delays set time of concrete
• Slows down the rate of cement hydration reaction and controls concrete
temperature
•Provides sufficient time for proper placement and finishing of concrete without
cold joints in hot weather conditions
• In flatwork applications, Plastiment ES acts as a finishing aid, improves work-
ability, controls bleeding and provides a superior surface finish
• In mass concrete pours, Plastiment ES controls temperature rise and reduces
the risk of thermal cracking
• Reduces permeability and enhances durability by allowing to reduce the water
cement ratio
• Improves early and later age compressive and flexural strength
• Improves homogeneity in the mix and reduces chances of segregation.
Refer to ACI 305R Hot Weather Concreting for more information. Plastiment ES
does not contain calcium chloride or any other intentionally added chlorides.
How to Use
Dosage Dosage rates will vary depending on factors such as materials used, concrete
temperature, ambient temperature and specific requirements of the project.
For general concrete applications, Sika recommends a dosage rate of 2-4 fl.
oz./100 lbs. (130-260 mI/100 kg) of cementitious materials. Exact dosages for a
particular application should be determined by conducting trial mixes. Dosages
outside the recommended range can be used to meet specific project require-
ments after conducting trial mixes.
For more information please contact your local regional office or technical service
department at 1-800-933-7452.
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
Sika admixtures. When used in combination with other admixtures, each
admixture should be added to the concrete separately.
4,
Packaging Plastiment ES is available in 55 gallon drum (208 liter), 275 gallon totes
(1040 liters) and bulk delivery.
Storage and Shelf Life Plastiment ES should be stored at above 40°F (5°C). If frozen,thaw and agitate
thoroughly to return to normal state.
Shelf life when stored in dry warehouse conditions between 40°F and 80°F
(5°C-27°C) is one 1 year.
Typical Data
Appearance Brown Liquid
Specific Gravity Approximately 1.2
CAUTION: IRRITANT.Contains Carbohydrates (Mixture). Slightly irritating to the eyes and
skin.
Handling and Storage Avoid direct contact.Wear personal protective equipment(chemical resistant
goggles/gloves/clothing)to prevent direct contact with skin and eyes. Use only in
well ventilated areas. Open doors and windows during use. Use a properly fitted
NIOSH respirator if ventilation is poor.Wash thoroughly with soap and water after
use. Remove contaminated clothing and launder before reuse.
First Aid Eyes—Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin—
Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap
and water. Inhalation—Remove to fresh air. Ingestion—Do not induce vomiting.
Dilute with water. Contact physician. In all cases contact a physician immedi-
ately if symptoms persist.
Clean Up Use personal protective equipment(chemical resistant gloves/goggles/clothing).
Without direct contact, sweep up spilled or excess product and place in suitable
sealed container. Dispose of excess product and container in accordance with
applicable local, state, and federal regulations.
KEEP CONTAINER TIGHTLY CLOSED•KEEP OUT OF REACH OF CHILDREN•NOT FOR INTERNAL CONSUMPTION•FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation("Sika")concerning Sika products,including but not limited to,any recommendations and advice
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
product(s)must test the product(s)for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s)
are subject to its current terms and conditions of sale which are available at www sikacoro corn or by calling 800-933-7452.
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 corn or
800-933-7452. 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.
NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTIBILITY
OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR
SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN
A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS.
Sika Corporation Sika Canada Inc.
201 Polito Avenue 601,Delmar Avenue
Lyndhurst,NJ 07071 Pointe-Claire,QC H9R 4A9 1-800-933-SIKA
(201)933-8800 Phone: (514)697-2610 G.JOe�y�6 '
Fax: (201)933-6225 Fax: (514)697-3087 =t CZ: • °
www.sikaconstruction.com www.sika.ca
Regional Information and Sales Centers.For the location of your nearest Sika representative,contact your regional center.
U.S.: North East Region: Fairless Hills,PA,Phone:(215)295-6600 North Central Region: Marion,OH,Phone:(800)851-1545
if ",01 '`'_ 0 South East Region: Conyers,GA,Phone:(770)760-1300 South Central Region: Mesquite,TX,Phone:(972)289-6480
Western Region: Santa Fe Springs,CA,Phone:(562)903-3650
Canada: Ontario: Mississauga,ON,Phone:(905)795-3177, Alberta: Edmonton,AB,Phone:(780)486-6111
Quality Certification Numbers:Lyndhurst:FM 69711(ISO 9000),FM 70421(QS 9000),Marion:FM 69715,Kansas City:FM 69107,Santa Fe Springs:FM 69408
Sika and Plastiment are registered trademarks.Made in USA.Printed in USA.
L J /[\i♦ � Lattimore Materials Corp.
P.O.Box 2469
Addison,TX.75001
MINNESI (972)221-4646 (972)529-3546 fax
www.lmctx.com
MATERIAL SAFETY DATA SHEET
SECTION 1-CHEMICAL PRODUCT AND COMPANY IDENTIFICATION
Product Name: Ready Mix Concrete, Pre-Mixed Concrete, Transit Mixed Concrete, Grout.
MSDS covers all Concrete Mix Designs prepared by LMC.
CAS No: N/A
Product Use: Ready Mix Concrete is a structural component used in structural and civil
engineering.
Product Code:
Chemical Family: N/A
Chemical Name and Synonyms: N/A
Formula: This product consists of Portland cement, flyash, sand, aggregate, and ad
mixtures, individual compositions of constituents will vary within the mix
design ranges.
Supplier/Manufacturer: Lattimore Materials Corp.
Emergency Contact Information: Lattimore Materials Corp.
ES&H Department (972)221-4646
SECTION 2-COMPOSITION/INFORMATION ON INGREDIENTS
Ready Mix Concrete Ingredients&Their Exposure Limits:
Current ACIH TLV for 8 hour Exposure
Chemical Enti In redient CAS No: Percentage of Total Dust(Mass) Respirable Dust
tY/ g Mix mg/m3 (Mass)mg/m3
Crushed stone or gravel 0 to 60 10 mg/m' 5 mg/m'
Sand 1 to 50 10 mg/m' _ 5 mg/m'
Portland Cement 65997-15-1 1 to 25 10 mg/m' 5 mg/m3
Water
Fly Ash 1 to 25 10 mg/m' 5 mg/m'
Crystalline Silica 14808-60-7 2 mg/m' 0.05 mg/m'
Note:
Cement, sand and gravel may contain 0.1% - 60% crystalline silica (CAS No. 14808-60-7) depending on the proportion and
crystalline silica content of the ingredients. All ingredients may contain crystalline silica.Wet stage poses no risk or hazard.
April 2011 Ready Mix Concrete Page 1 of 7
MATERIAL SAFETY DATA SHEET
Emergency Overview:
Concrete is a light gray fluid mixture that poses an immediate hazard to eye tissue. Exposure of sufficient duration
to wet concrete can cause serious, potentially irreversible tissue (skin or eye) destruction in the form of chemical
(caustic)burns, including third degree burns.
If footwear or clothing becomes saturated with wet concrete, remove immediately and wash area with water and
mild soap. Do not allow prolonged contact.
Potential Health Effects:
Relevant routes of exposure are:
• EYE CONTACT and SKIN CONTACT:
Effects Resulting from EYE CONTACT:
Exposure to wet concrete may cause immediate or delayed irritation or inflammation. Eye contact by
splashes or wet concrete may cause effects ranging from moderate eye irritation to chemical burns and
blindness. Such exposures require immediate first aid and medical attention to prevent significant
damage to the eye.
Effects Resulting from SKIN CONTACT:
Discomfort or pain cannot be relied upon to alert a person to a hazardous skin exposure. Consequently,
the only effective means of avoiding skin injury or illness involves minimizing skin contact, particularly
contact with wet concrete. Exposed persons may not feel discomfort until hours after the exposure has
ended and significant injury has occurred.
Exposure to moist or wet concrete may cause more severe skin effects including thickening, cracking,
fissuring of the skin. Prolonged exposure can cause severe skin damage in the form or(caustic) chemical
burns.
Effects Resulting from INHALATION:
Concrete may contain amounts of crystalline silica. Prolonged exposure to respirable free crystalline silica
may aggravate other lung conditions. It may also cause delayed lung injury including silicosis, a disabling
and potentially fatal lung disease,and/or other diseases. (Also see"Carcinogenic Potential" below.)
Respirable exposure to silica in concrete may occur only if concrete is drilled, cut, ground or polished.
Exposure to concrete dust may cause irritation to the moist mucous membranes of the nose,throat, and
upper respiratory system. The dust may also leave unpleasant deposits in the nose.
Effects Resulting from INGESTION:
Not Applicable
April 2011 Ready Mix Concrete Page 2 of 7
MATERIAL SAFETY DATA SHEET
• Chronic Effects
Some individuals may exhibit an allergic response upon exposure to ready-mix concrete. The response
may appear in a variety of forms ranging from a mild rash to severe skin ulcers. Persons already sensitized
may react to their first contact with the product. Others may first experience this effect after years of
contact with ready-mix concrete. Minimizing contact with skin is the basic protection to reduce this
exposure.
• Carcinogenic Potential
Ready Mix Concrete is not listed as a carcinogen by NTP, OSHA, or IARC. It may, however, contain trace
amounts of substances listed as carcinogens by those organizations.
Crystalline silica, a potential trace level contaminant in Portland cement, is found in the aggregate
components in varying percentages and is classified by IRAC as a known human carcinogen (Group 1).
NTP has characterized Respirable silica as"reasonably anticipated to be[a] carcinogen".
• Medical Conditions That May Be Aggravated By Inhalation or Dermal Exposure:
— Pre-existing upper respiratory and lung diseases.
— Previous exposure to dust from hardened product.
— Unusual or(hyper)sensitivity to hexavalent chromium(chromium(+6))salts.
SETION 4-FIRST AID MEASURES
• Eyes
Immediately flush eyes thoroughly with water. Continue flushing for 15 minutes, including under the lids,
for at least 15 minutes. Seek medical attention immediately.
• Skin
Wash skin with water and pH neutral soap or mild detergent intended for use on skin.
If clothing or footwear is saturated remove immediately and wash area with water and mild soap. If
contact has been severe enough to cause reddening or actual burns to skin, place sterile bandage on area
and seek medical attention.
• Inhalation
In wet form,concrete cannot be inhaled.
• Ingestion
In wet form, concrete is unlikely to be ingested. If concrete enters mouth, wash out with water
immediately. Seek medical attention if any burning sensation or actual burns occur.
April 2011 Ready Mix Concrete Page 3 of 7
MATERIAL SAFETY DATA SHEET
_.._.SECTION.. FIRE.-EXPLOSION.DATA/..FIRE.FIGHTINGM.EASURES -
Flammability: Not Flammable. Flash Point: Not Applicable.
Lower Explosive Limit: Not Applicable. Upper Explosive Limit: Not Applicable.
Auto Ignition Temperature: Not Applicable. Sensitivity To Static Discharge: Not Applicable.
Sensitivity To Impact: Not Applicable. Extinguishing Media: Not Applicable.
Special Fire-Fighting Procedures: None. Hazardous Combustion Products: Not Applicable.
Unusual Fire And Explosion Hazards: Not Applicable.
SECTION 6-STABILITY AND REACTIVITY
Stability: Stable
Incompatibility: Portland cement reacts with water to produce a caustic solution, pH 12 to pH
13. Wet concrete is alkaline. As such it is incompatible with acids, ammonium
salts, and aluminum metal. Aluminum powder and other alkali and alkaline
earth elements will react in wet mortar or concrete, liberating hydrogen gas.
Concrete dissolves in hydrofluoric acid producing corrosive silicon tetrafluoride
gas. Silicates react with powerful oxidizers such as fluorine, chlorine and
trifluorides,and oxygen difluoride.
Hazardous Decomposition: Will not occur.
Hazardous Polymerization: Will not occur.
SECTION 7-HANDLING AND STORAGE
Normal temperatures and pressures do not affect the material.
Promptly remove dusty clothing or clothing which is wet with concrete fluids and launder before reuse. Wash
thoroughly after exposure to dust or wet cement mixtures or fluids.
Ready Mix Concrete is premixed at a plant or in a truck mixer drum and delivered to the end user in semi-fluid
state ready to be placed to set in final form.
SECTION 8-EXPOSURE CONTROLS/PERSONAL PROTECTION
Eve Protection:
Safety glasses with side shields, or goggles, should be worn when engaged in activities where cement
dust,wet cement,or concrete could contact the eye. In extremely dusty environments and unpredictable
environments,wear unvented or indirectly vented goggles to avoid eye irritation or injury. Contact lenses
should not be worn when working with ready mix concrete or fresh concrete products.
Skin Protection:
Prevention is essential to avoid potentially sever skin injury. Avoid contact with unhardened (wet)
concrete products. If contact occurs,promptly wash affected area with soap and water. Wear impervious
clothing and gloves to eliminate skin contact where prolonged exposure to unhardened ready mix
concrete products might occur. Wear boots that are impervious to water to eliminate foot and ankle
exposure. If standing in wet concrete rubber boots must be worn to prevent injury.
April 2011 Ready Mix Concrete Page 4 of 7
MATERIAL SAFETY DATA SHEET
Wet concrete may splash into open boot tops and saturate socks and remain in contact for a lengthy
period of time. Prevention is to ensure that boots are fully laced up.
Do not rely on barrier creams; barrier creams should not be used in place of gloves.
Periodically wash areas in contact with dry portland cement, wet cement, or concrete fluids with a pH-
neutral soap. Wash again at the end of workday. If irritation occurs, immediately wash the affected area
and seek treatment. Clothing saturated with wet concrete should be removed immediately and replaced
with clean,dry clothing. Do not allow clothing saturated with wet concrete to remain in contact with skin
for any period of time.
Respiratory Protection:
Avoid actions that cause dust to become airborne. Use local or general ventilation to control exposures to
below applicable exposure limits.
Use NIOSH/MSHA-approved (under30 CFR 11) or NIOSH-approved (under 42 CFR 84 after July 10, 1998)
respirators in poorly ventilated areas, if an applicable exposure limit is exceeded, or when dust causes
discomfort or irritation.
Ventilation:
Use local exhaust or general dilution ventilation to control exposure within applicable limits.
SECTION 9-PHYSICAL AND CHEMICAL PROPERTIES
Appearance: Gray fluid/hydraulic mixture Odor: No distinct odor.
Odor Threshold: Not applicable. Physical State: Solid (powder).
pH(as a solid): Not applicable. pH: 12 to 13
Solubility In Water: Not applicable. Vapor Pressure: Not applicable.
Vapor Density: Not applicable. Boiling Point: Not applicable.(i.e., >1000°C).
Freezing Point: Not applicable. Melting Point: Not applicable.
Specific Gravity(H20=1.0): 3.15 Evaporation Rate: Not applicable.
Coeff.Water/Oil Dist.: Not applicable.
SECTION 10—TOXICOLOGICAL INFORMATION
Effects Of Acute Exposure:
Wet concrete mixtures can dry the skin, cause alkali burns, and irritate the eyes and upper respiratory
tract. Ingestion can cause irritation of the throat.
Effects Of Chronic Exposure:
Dust from concrete can cause inflammation/irritation of the tissue lining the interior of the nose and the
cornea(white)of the eye.
SECTION 11—ECOLOGICAL INFORMATION
Ecotoxicity: No recognized unusual toxicity to plants and animals.
April 2011 Ready Mix Concrete Page 5 of 7
MATERIAL SAFETY DATA SHEET
SECTION 12-DISPOSAL CONSIDERATIONS _..
Dispose of waste material according to local, provincial, state, and federal regulations. (Since set concrete is
stable,allow material to harden).
Dispose in an approved landfill.
SECTION 13—TRANSPORT INFORMATION
Hazardous Materials Description: Ready Mix Concrete is not hazardous under the TDG Act
Proper Shipping Name: (Canada)or DOT regulations(USA)
Hazard Class: Not applicable.
Identification Number: Not applicable.
Required Label Text: Not applicable.
Hazardous Substance/Reportable Quantities(RO): Not applicable.
SECTION 14 REGULATORY INFORMATION
Status under USDOL-OSHA Hazard Communication Rule,29 CFR 1910.1200:
Ready Mix Concrete is considered a "hazardous chemical" under this regulation and should be part of any
hazard communication program.
Status under CERCLA/Superfund.40 CFR 117 and 302:
Not listed.
Hazard Category under SARA(Title III),Sections 311 and 312:
Ready Mix Concrete qualifies as a "hazardous substance"with delayed health effects.
Status under SARA(Title Ill).Section 313:
Not subject to reporting requirements under Section 313.
SECTION 15—REGULATORY INFORMATION(CONTINUED)
Status under TSCA(as of May 1997):
Some substances in Ready Mix Concrete are on the TCSA inventory list.
Status under the Federal Hazardous Substance Act:
Ready Mix Concrete is a "hazardous substance"subject to statutes promulgated under the subject act.
Status under California Proposition 65:
This product contains chemicals (trace metals) known to the State of California to cause cancer, birth
defects, or other reproductive harm. California law requires the manufacturer to give the above warning
in the absence of definitive testing to prove the defined risks do not exist.
Status under Canadian Environmental Protection Act:
Not listed.
April 2011 Ready Mix Concrete Page 6 of 7
MATERIAL SAFETY DATA SHEET
Status under WHMIS:
Portland cement is considered to be a hazardous material under the Hazardous Products Act as defined
by the Controlled Products Regulations and is therefore subject to the labeling and MSDS requirements of
the Workplace Hazardous Materials Information System(WHMIS).
This product has been classified in accordance with the hazardous criteria of the CPR and the MSDS
contains all the information required by the CPR.
SECTION 16-OTHER INFORMATION
Other Important Information:
Concrete should only be used by knowledgeable persons. Vital to using the product safely requires the
user to recognize that portland cement chemically reacts with water and that some of the intermediate
products of this reaction, during the setting stage, are the cause of the hazards when handling this
product.
While the information provided in this material safety data sheet is believed to provide a useful summary
of the hazards of concrete,as it is commonly used,on cannot anticipate and provide all of the information
that might be needed in every situation. Inexperienced product users should obtain proper training
before using this product.
The data furnished in this sheet does not address hazards that may be posed by other materials mixed
with concrete. Users should review other relevant material safety data sheets before working with
concrete or working with products containing portland cement.
No representations or warranties with respect to the accuracy or correctness of this information, or of
any kind or nature whatsoever are given, made, or intended by Lattimore Materials Corp. No legal
responsibility whatsoever is assumed for this information, or for any injuries or damages, however
caused, which may result from the use of this information. This information is offered solely for
informational purposes and is subject to your own independent investigation and verification.
April 2011 Ready Mix Concrete Page 7 of 7