Coppell Trade 3-SP140117 Exhibit L
SUBMITTAL COVER
M Y C O N MYCON Project # 14002N
General Contractors
Project Name: Coppell Trade Center Ph III
Architect: City of Coppeli- Larry Davis
Specification Section: 033000-001
Date Prepared: 1/17/14
Contractor: Pavecon Commercial Concrete
Subcontractor's Name: Matt Shepherd
Subcontractor's Phone: 972-263-7304
Manufacturer's Name:
Manufacturer's Phone:
Item: Paving with Curb Mix Design-No Fly Ash
ARCHITECT/ENGINEER'S STAMP CONTRACTOR'S STAMP
SHOP DRAWING REVIEW
The checking of these Shop Drawings,
Brochures and/or submitted data does
M Y C O N not relieve the subcontractor and/or
vendor with the compliance to the
contract documents.
General Contractors
▪ Checked & Recommended By: Ryan Stoll
n Recommended as Noted Date: 1/17/14
Revise & Resubmit
n Rejected
MYCON General Contractors, Inc.
208 E. Louisiana, Suite 200
McKinney, TX 75069
Phone 972-529-2444
Fax 972-562-0009
BUILD WITH A STRATE EDGE
F:\Policies & Procedures\MYCON Forms\Project Management Forms\Submittal Cover.dot, Created on 2/7/2006
3:54 PM
L vI Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972;221-4646 (main;
(972) 221-9647 (tax;
Concrete Mix Design
Date: 01/17/2014
Client: PAVECON COMMERCIAL CONCRETE
Project: COPPELL TRADE CENTER
COPPELL,TEXAS
1.0 Cubic Yard by Weight-SSD
Mix Number: 1
Strength 28 Days: 4000 psi
Usage: PAVING WITH CURB
Materials: SSD Weights
Cement ASTM C-150 Type I/II 564 lbs
Coarse Aggregate ASTM C-33 1"-#4 Crushed Stone 1850 lbs
Fine Aggregate ASTM C-33 Concrete Sand 1371 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: 4043 lbs
Unit Weight: 148.20 pc!
wicm 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.
1992-2014 raeira1 urn S SUMS,Inc Page 5 Quadrel iService
Ski
LM
_,,...,....
Date: 1/1712014
Mix Name: 1701. Statistical Compressive Strength History Units: US
PSI Strength and Strength Fit vs Maturity PSI 8 of Dee. Histogram for 28 Day Strength %/PSI
6000 6000 14.00 . .• . , 0.08
. ,
5500 , . - 12.00 - 0.07
, --------
, , 1
• 10.00 i ,
' 0.06
5000 • , . i , : , 5000
•
8 00 , - imA
4500H ; - --• -------- 4 - ' --'' 4500 ■
6.00 1- rialli Ilk 0.03
4000 / - -i 1s- ; : ---± 7 --", 4000 ■
4.00 ---- I' ..
il ■
3500 -1- -- + -i--- +- - - 4 3500 ZOO ;-- i
1 , ,
-.....
3000 ..._ - .._i___ ___ ____:__ , _. , 3000 0.00 :-.-=irrilf -----i7- 0.00
5 10 15 20 25 30 35 40 45 50 55 60 3500 4000 4500 5000 5500 6000 6500 7000
Maturity Days PSI
95%of tests lie above cross-hatched area
STRENGTH SUKMARY, Compression Ether 4" x E" Or 6" x 12"
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 26 Std AC1-318
Tests Slump Air Day Day Day DEV Reci'd
30 3.97 3.77 4170 5090 500 4680
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Baton Date Slump Spread Air Strengths Acc Age
Number 3 Day 7 Day 26 Day Run Avg 3
62467695 8/26/2013 4.75 3.90 3690 4790
63862904 0/29/2013 4.00 4 .00 4410 5840
62467925 6/30/2013 4.50 3.80 4370 5000 5210
63136214 9/5/2013 1.00 1.90 4290 5430 5420
62468325 9/6/2013 2.50 2.80 3490 4240 4890
63883069 9/9/2013 2.50 3.50 4280 51:0 4930
63993585 9/10/2013 6.50 4 .70 3640 4390 4560
62468841 9/12/2013 5.25 3.10 3350 4130 4540
6246E917 9/13/2013 3.75 4 .20 3870 4350 4290
62469045 9/16/2013 5.00 2.60 3910 4280 4250
63883442 9/17/2013 4 .25 3.50 3400 4620 4420
62469231 9/18/2013 2.50 3.20 3930 5400 4770
62469323 9/19/2013 3.00 3.50 4140 5460 5160
63883547 9/23/2013 4.00 2.70 5470 5790 5550
70987974 9/25/2013 3.00 4 .30 4910 5910 5720
62469691 9/26/2013 6.50 4 .90 3440 4910 5540
63994455 9/26/2013 5.00 4 .30 4140 5110 5310
7098E127 9/27/2013 4.00 3.10 4860 5700 5240
63994898 10/4/2013 4 .50 4.20 4620 5390 5400
63994870 10/4/2013 4 .75 4 .80 4070 4940 5340
I9)2-2014 Olvtal'Inc' tern,Inc Page 6 Quadrcl'Service SM
DETAILED STRENGTH, Compressiob Either 4" x 8" Or 6" x 12"
Batch Date Slump Spread Air Strengths Acc Age
Ngmber 3 Day 7 Day 28 Day Run Avg 3
632666E8 10/18/2013 3.50 3.00 4710 5730 5350
70'989225 10/22/2013 4.00 4 .70 3810 5220 5290
63884'106 10/24/2013 4.50 4.40 4210 4860 5270
€3679.357 10/28/2013 3.50 3.00 4510 5130 5070
63884220 11/8/2013 3.75 2.80 5160 5560 5180
6247260 11/14/2013 3.50 4.10 3970 4550 5080
638E4412 11/14/2013 5.50 5.30 3850 5250 5120
70990295 11/15/2013 2.00 4 .30 4290 5290 5030
63840393 11/18/2013 3.00 4.20 4230 5410 5320
6399670 11/19/2013 4.50 4 .10 4020 5030 5240
1992-2014 Digital Site System5,loc. Page 7 Quadrcl&mice sm
mew
u"'Hanson
asammaccEmEurcroup
Hanson Aggregates
Southwest Region
Technical Services Lab
1000 N. MacArthur Blvd.
Grand Prairie,TX 75050
Tel 972-260-3646
Fax. 972-260-3655
www.hansonplc.com
MATERIALS EVALUATION
Coarse Aggregates
Source: Hanson @ Bridgeport(Perch-Hilt)Plant Technical Services
#777
Type: ASTM #57(1"-#4) Crushed Lime Stone Report: 2013-777
Lab NO: TS-Weekly-13 Date:05-28-13
Date: Received 05-01-13
ASTM TEST TEST AS'I'M C-33
METHOD DESCRTPTION RESULTS Specification
C-136 2" Sieve 100 %Passing --------
C-136 1-1/2"Sieve 100 %Passing 100
C-136 I" Sieve 95 %Passing 95-100
C-136 3/4" Sieve 76 %Passing
C-136 1/2" Sieve 31 %Passing 25-60
C-136 3/8" Sieve 19 %Passing -------
C-136 #4 Sieve 5 %Passing 0-10
C-136 #8 Sieve 2 %Passing 0-5
C-136 416 Sieve 2 %Passing ----
C-1 17 Decant (-#200 Sieve Washed) 0.87 %Passing 1.5%Max.
C-127 Relative Bulk Specific Gravity, SSD 2.664
C-127 Relative Bulk Specific Gravity, Dry 2.630
C-127 Absorption, 0.9 %
C-29 Unit Weight(Dry Rodded), 104.8 Lbs!Cu.Ft.
C-29 Unit Weight(Dry Loose), 94.9 Lbs/Cit.Ft.
C-29 Voids Content(Dry Rodded), 36.9 %
C-13 I L.A.Abrasion, 25.9 %Loss 50% Max.
C-1260 Potential Alkali Reactivity of Aggregates, 0.03 %Exp. 0.1 %Max
C-88 Soundness by Sodium
Sulfate(5 cycles), .............. 2.50 %Loss 12% Max.
C-88 Soundness by Magnesium
Sulfate(5 cycles), 2.80 %Loss 18%Max.
C-123 Light Weight Pieces, 0.01 % 0.5%Max.
C-I42 Clay Lumps and Friable Particles, 0.01 % 3.0%Max.
toviiN
C-25 Calcium Carbonate EQV, 96.0 % ^17c1- r.f.ki
C-25 Acid Insoluble Residue, 4.0 %
D-479I Flat Particles ..... 4.1 %
D-4791 Elongated Particles ..... 3A %
Note:-Hanson Product Code TX-126 ° ,-0\1,11/\TI
Vartan Babakhanian,P.E.
Technical Services Lab Manager
LMC Lattimore Materials Corp.
15900 Dooley Road
Addison, Texas 75001
972-221-4646(main)
972-221-9647 (Fax)
wom.la timoremater .com
Gradation Analysis for Fine Aggregates
ASTM C29,C33,0117,C128&075
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 ' ASTIR %Retained Txi T
C33 tits 421
318" 0.375 0.0 0.0% 1 100% 0%
#4 0.188 9.9 1.3% 98.7% 95%to 100% 0%to 5%
#8 a 0.094 147.1 19.7% 80.3% 80,6to 100% 0%to 20%
#16 0.047 259.4 34.7% . 65.3% 50%to 85% 15%to 50%
#30 0.023 342.5 1 45.9% 64.1% 25%to 60% 35%to 75%
#50 0.012 581.7 L 77.9% 221% 5%to 30% 65%to 90%
#100 0,008 731.2 , 98.0% 2.0% 0%to 10% 90%to 100%
#200 0.003 744.5 99.7;4 0.3% 0%to 3% 97%to 100%
PAN - -
Fineness Mod.: 2.78
Specific Gravity: 2.68
Dry Loose Unit Wt: 109.23 lb/ft2
Dry Rodded Unit Wt: 118.38 tblft3
Abaorbtlon: 1.23%
Sand Equiv.: 93.4
V ._3 ANN HOWELL
Notary Pu State of Texas 1 I,
a.: My Commission Expires I ` tf, � �
February 15,2010
'(t f
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-
. cular 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 m1/100 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-
F 7452 for further information.
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•MOT FOR INTERNAL CONSUMPTION•FOR INDUSTRIAL USE ONLY
• AP information provided by Sake Corporal.,",Saw')concerning She produce.including 0,1 nor tinned to any recommendation and advice
mating to the application and use of Sika proouurs.is given it good faith based err Sala a current eaperence and knowledge of its products
wteen property stored,handled and ecphed.ndr•r.crmaa condrounc in accordance with$ikea mslruUans In practice,the dnlferereces in mater.
ais substrates,Menage and handling cone•r-one ec Mal she cond4ons and other factors outside of She,control we such that Sika assures no
kabimy for die provision of such informal on.advice.nexmmendatone or instructions related to its products nor shall any legal reletaneisp be
created by or arise from the provision of sroc-h information advice recommendations or inetructons related to Its products The user of the Seta
productis:must test the products(for siaabiily to.the Mended application and pu.-pose oerore proceeding with the full application of the productis,
Sika reserves the right to change the properties of its prodec•s without notice. All sales of Sika product(s)
are scblen to its current terms and conditions of sale which are availaLie at www a kacorp,corn or by calling 800.933.7452
Poor to each use of any Site 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.slkaconstruction.com or
800.933-7452 Nothing contained in any Sika materials relieves the user of the obligation tc reed and follow the warnings and instruction
for each Sea product es set forth in the current Technical Data Sheet product label and Material Safety Data Sheet prior to product use.
SIKA warrants lose 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
assunes all Mks Buyers sole remedy shall be limited to me 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, 81KA 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 Site Canada Ins. _
201 Polito Avenue 601,Delmer Avenue
Lyndhurst NJ 07071 Pointe-Claire.OC H9R ,�
4A9 -a0Q33-s1K/f, ���_ 41
Phone (2011 933-8800 Phone- (514■097-2610 u '
%.. �r
Fax (2011 933-6225 Fax (514)897-3087 .,� `��•�'
me
www.slkaconstructIon.com www.slkasa ._
" .ak 4 Regional ki*wm tlon and Sales Genre's.For the location or your nearest S.ka representative,contact your regional renter.
_ _ ® U.S,: North East Rplore: F iless Hata,PA"Phone :215)295-8600 North Central Region; Manor,,OH,Phone:(800)851.1545
South Eat Region: Conyers,GA,Phone (7701760-1300 South Central Region: Mesquite,TX,Phone,(972)289-8480
. Western Region: Santa Fe Springs,CA.Phone:(562)903-3650
, -_ • Canada: Ontario: Rf,.s--saugs.ON,Prone'(905)796-3177. Alberta: Edmonton,AB,Phone (760)486-6111
emery Ceetleueloa lembeer LFndavet FN taint(LSO nay.Fa 71421(OS i ).Niles,Al Mr15.Keua Car FM ae/m,Sm.Fe Springs,Al Wee
Sea le a reprised nadarnae Made in USA.Peeled a 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 m1/100 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
e 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 Irdornabon pruvoeed by Seta Corpdralon(-Sikal concemmg Sao products lunch,-,g`car rot horded to any recommendations and advice
retate,5 to the appliot/bon and use of Seta products S given re good far,bawd or Stites current espenence and knowledge of Its products
when property stored handled and applied under normal conds,ons in eccoraance with 5tka s instructions In practice,the differences n maters.
ale &restrates storage and handling condemns actual sole condagns and other factors outside of Seta s control are such that Seta assumes no
kabiley for the manatoal of such eKormatron educe recommerdatons or instructions related to ifs products nor shall any legal relationship be
created by or arise front the provision of sucn tnformahor adnoe recom•nendettons o•mstructrns relater:to vs products.The user of the Slice
produces,trust teal the proouc:ls for sudabrltl for the intended application and purpose before proceedmg wrtr ht.too ai,;-14ancn of the product(s).
Site reserves the ngh• to orange '!-e properf.es of rill products without relive 4'I soles of 5,•a product(s)
are sudlect to its current terms and condmor.s of sate which are available at www siea.,.rh o, by e iI'c BOO-9337452
Prior to each use of any Ska product the user must awsys read and follow the warnings and instructors Or t.ne pr 1,.CYs most cur-
rent Technical Data Sheet product label and Material Safety Data Sheet which are available al .c.m or
800-$33-7452.Nothing corna,ed on any Saw materlala relieve,the user of the obligation to read and follow the Ewa n rres end instruction
•
• for each Silos product as eel lortt:on the current Technical Data Sheet product label and Material Safety Data Sheet pr.o,to product use,
• SIKA warrants this product for one year torn date of installation to be free from manufacturing detects and to meet the tecrrnocal properties
on the current Technical Data Sheet If used as erected wrthm shell Me Usei determines suitabeKy of product for intended use and
assures at risks. Buyers sole remedy shall be limited to the purchase once or replacement of product exctu the of labor or rust 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.
•
Sate Corporation Sika Canada Inc
201 Poled Avenue 801,Dewar Avenue
Lyndhurst NJ 07071 Porte-Claire QC H947 4A9 71400-9$3 SU(A
.‘
• - Phone (231i 933$800 Phone +514.697.2610
•
p
Fay: x201)9336225 Fax` (514)6973087 aaFNa`w
•
wwwslkacorsbructon.com wwwsike.ca ass
Regional YMorinatlori and Saks Cenka.Forme location of your nearest Stka representative,contact your raponal center.
V `d p
U.S.: No East Region: Fatless Hills.PA.Phone.(215)295 BSDO No Central Region: Martin,OH.Phone.(BOO)851.1545
South East Region: Conyers,GA,Phone.(770)790-1300 South Central
Region: Mesquite,TX,Phone.(972)289-648
Wartem Region: Santa Fe 11
SPhrl9s.CA.Phone'(562190310
•
Canada: Onf do: Mississauga,ON,Phone (905)795-3177. Alberta: Edmonton,AB,Phone,(780)486.8111
Grata Cann:Mow Names•LyndhanA•FY saril teSO semi-A 70421(OS Real Marlow MI 011775.Kaeaae Car FY N/0],Swears Springs:FY seise
Site and Pwsocensta are regisetwd baaemwts Made in USA Prteed 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 mV100 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.
G)
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 SIM Corporation!"Sika-)corwerring Sika products including but not Smiled to,any recommendations and advice
relating to the apprcabon end use of Sika products s given in good faith based on.Srka's current experience and Iwowledge of es products
•
when properly stored,handled and applied under mime'conditions in accordance with Soca s induction In practice,the differences n mater(-
. ale substrates,storage and handling conditions actual stir conditions and other factors outside of Sara's control are such that Seca assumes no
!abely for the provision of such information advice :ecommendsborw or instructions related to Its products,nor shall any legal relationship be
created by or arise from the provsion of such information,advice recommendations endations or ns:Inghors related to its products The user of the Sint
products)must test the product(s)for 6-stability for the attended application and purpose before proceeding win the full application of the producga).
Sika reserves the right to change rte properties of its products without not.ce °l' sales of Sika product(sl
are subject to its current terms and condo-ors of sale which are evadable at wow r;...pr--.•:r ..i" or Py cehl 500-933-7452
Prior to each use of any Sika product.the user must always read and follow the warnings and rnstrurnc.a on the product's most Cu,
rent Technical Data Sheet, product ravel and Material Safety Data Sneet which are avertable at wwr....acen..st•uct,cn.ors" or
800-933-7452,Nothing coMained In any Sint materials relieves the user of the ocigation to read air fellow the warn,nys.and instruction
for each Sika product as set forth in the current 7ecnnrcai Data Sheet,product lobe,and Material Safety Data Snell p.rer to product use
- • SIKA warrants the product for one year Rom date of installation to be free from manufacturing defects and to meet the tecnroat properties
' • on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for interned use and
assumes all risks.Buyer's sole remedy shah 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 Lyn Poto 07e P Delmar Avenue
Lyndhurr NJ st NJ 07071 Pointe-Claire,QC H9R 4A9 1.800.9$3-ate
Phone (201)933-8800 Phone 1514;697-2610
Fax: (2011 933-8225 Fax' (514)897-3087
V Www.alkaconstructlon.com wwwsika-Ca
4• Regional Infoletallon and Saks Canoes.For the location of your nearest Side representative,contact your reponat center.
•
._ -. U4.: North Ease Raglan: Fairless HUM,PA,Prone.(215)295-6800 North Central Raglan) Manon,OH Phone:(B00)851-1545
South East Region: Conyers,G0.Phone(770)7861300 South Central RegIon: Mesquite TX.Phone:(972)28944E10
Western Region: Sane Fe Springs,CA.Plane:(562/903-3650
Canada: Ontario: Mississauga,ON.Wham.(905)7953177, Alberta' Edmonton,AB,Prone ;750!486-8111
Cardecebs Nawbem yndhsat Fa 55111 eeO 11011101 FU revel(OS IMO.110.1.1,1,U 55715.Karam au,RI Wa).Sams r.5ps,,.Fa ssaa
•..•. Sea end ea.tena t ane ngwbrvd badenurka.Mad.in USA.PreMed in USA_
LM C Lattimore Materials Corp.
P.O.Box 2469
Addison,TX.75()1
(972)221-4646 (972)529-3546 fax
www.lmctx.com
MATERIAL SAFETY DATA SHEET
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.
yyy�ES&H Department (972)221-4646
Ready Mix Concrete Ingredients&Their Exposure Limits:
Current ACIH TLV for 8 hour Exposure
Chemical Entity/Ingredient CAS No: Percentage of Total Dust(Mass) Respirable Dust
Mix mg/m' (Mass)mgem'
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/m'
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 21311 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.
• 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
,E. ate.
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.
a ` r A 7:1 gar 3._ €
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.
um:„
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.
r .l a rP
Eye 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.
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.
:",".'` ? ai.. ? fi Ms;w t_ '9 f6f � t ° , 1 ; 8 ,Q�-1 ' r M ,F,.r:V k ..,
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.
Ecotoxicity: No recognized unusual toxicity to plants and animals.
April 2011 Ready Mix Concrete Page 5 of 7
MATERIAL SAFETY DATA SHEET
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.
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 III).Section 313:
Not subject to reporting requirements under Section 313.
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.
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