ST0301A-SP100619 (2)2010) Keith Marvin - FW: Bethel Rd - N TX Mix Designs for Bethel Rd &Walls Page 1
From: "Dean Dumke" <deand @JRJ Paving .com>
To: "Keith Marvin" <kmarvin @coppelltx.gov >, "Caleb Thornhill" <bct @freese.com>
CC: "Kim Entrekin" <Kime @JRJ Paving. com>
Date: 6/19/2010 12:28 PM
Subject: FW: Bethel Rd - N TX Mix Designs for Bethel Rd & Walls
Attachments: North Texas Bridge - Bethel Rd & Walls Coppell 1. pdf
Attached is the mix design for approval for walls and bridge.
Dean
- - - -- Original Message---- -
From: Dean Dumke
Sent: Tuesday, June 15, 2010 3:27 PM
To: Kim Entrekin
Subject: Bethel Rd - N TX Mix Designs for Bethel Rd & Walls
Kim,
Attached is the mix designs for this project from North Texas Bridge.
Can I get you to send to Coppell for approval?
Thank you,
Dean
- - - -- Original Message---- -
From: steve [mailto:steve @ntbridge.com]
Sent: Tuesday, June 15, 2010 2:53 PM
To: Dean Dumke
Subject: Fwd: Bethel Rd & Walls
Mix Designs for approval:
We request to substitute Class S for all Class C Mixes
We request to substitute Class A for Class B Riprap
Please forward and send me back a note that you "Got it"
Thanks
Steve Goodman
NTBC
By the way we have a water meter installed West of the bridge and the
water is free - -so tell your men they can use it if needed - -if you
happened to have a better 2" reducer install it!
- - - -- Original Message---- -
From: Emily Montgomery <emilym @lmctx.com>
To: "'steve @ntbridge.com "' <steve @ntbridge.com>
Date: Tue, 15 Jun 2010 14 -0500
Subject: Bethel Rd & Walls
2010) Keith Marvin - FW: Bethel Rd - N TX Mix Designs for Bethel Rd &Walls Page 2
Emily Montgomery
Lattimore Materials Company
972 - 529 -7210
LMC
Lattimore Materials Company
15900 DOOLEY ROAD
ADDISON TX 75001
(972)221 -4646 (main)
(972)221- 9647 (fax)
Ready Mix Concrete Mixture Design
Date:
06115/10
Client:
NORTH TEXAS BRIDGE CO INC
Project:
BETHEL ROAD & WALLS
COPPELL
Materials:
Cement:
ASTM C 150, TYPE IIII
Coarse Agg.:
ASTM C 33, 1 " - #4
Fine Agg.:
ASTM C 33, CONCRETE SAND
Admixtures:
ASTM C 494, TYPE A OR D
1.0 Cubic yard by weight - SSD
Use
Mix Number
Strength @ 28 Days
Cement
Coarse Aggregate
Fine Aggregate
Water
Admixture WATER REDUCER
Total Weight
Unit Weight
wlcm Ratio
Fly Ash Replacement
Maximum Temperature
Slump
Entrapped Air
191W IM
1116 (4.5 SK, W R)
2000 psi
423 Ibs
1850 Ibs
1534 Ibs
247 Ibs
16.9 ozs
4054 lbs
150.15 pcf
0.58
0%
1 95° F
3 -5 inches
1.5%
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 C311C31M -03a (including proper initial curing as per Section 10.12), ASTM C391C39M -01, ASTM
C941C94M -07, or other standard test methods indicated in the Contract Documents that were necessary to verity 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
345R -99 and ACI 3068 -88 are followed, if and when necessary. Additional information can be found in the Limited Warranty for Ready Mix Concrete.
In accordance with ASTM C941094M -07 Section 4.6, Lattimore Materials Company shall receive all copies of testing reports, and they should be
forwarded to our Quality Control Department (fax 972.221. 9647) 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 Company) 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 Company. Any unauthorized person
or entity in possession of this information will be prosecuted to the fullest extent of the law.
LMC
Lattimore Materials Company
15900 DOOLEY ROAD
ADDISON TX 75001
(972)221 -4646 (main)
(972)221-9647 (fax)
Ready Mix Concrete Mixture Design
Date:
06115/10
Client:
NORTH TEXAS BRIDGE CO INC
Project:
BETHEL ROAD & WALLS
COPPELL
Materials:
Cement:
ASTM C 150, TYPE Illl
Coarse Agg.:
ASTM C 33, 1 " - #4
Fine Agg.:
ASTM C 33, CONCRETE SAND
Admixtures:
ASTM C 494, TYPE A OR D
ASTM C 260
Use
Mix Number
Strength @ 28 Days
Cement
Coarse Aggregate
Fine Aggregate
Water
Admixture WATER REDUCER
AEA
Total Weight
Unit Weight
wlcm Ratio
Fly Ash Replacement
Maximum Temperature
Slump
Entrained Air
1.0 Cubic yard by weight - SSD
CLASS C DRILLED SHAFTS
1851 (6.5 SK, WR, AIR)
3500 psi
611 lbs
1850 Ibs
1303 lbs
267 lbs
24.4 ozs
4.0 ozs
4031 lbs
149.30 pcf
0.44
0%
95° F
3 -5 inches
3-6%
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 C311C31M -03a (including proper initial curing as per Section 10.12), ASTM C391C39M -01, ASTM
C941C94M -07, or other standard test methods indicated in the Contract Documents that were necessary to verity 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 3068 -88 are followed, if and when necessary. Additional information can be found in the Limited Warranty for Ready Mix Concrete.
In accordance with ASTM C941094M -07 Section 4.6, Lattimore Materials Company shall receive all copies of testing reports, and they should be
forwarded to our Quality Control Department (fax 972.221. 9647) 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 Company) 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 Company. Any unauthorized person
or entity in possession of this information will be prosecuted to the fullest extent of the law.
LMC
Lattimore Materials Company
15900 DOOLEY ROAD
ADDISON TX 75001
(972)221 -4646 (main)
(972)221-9647 (fax)
Ready Mix Concrete Mixture Design
Date:
06115/10
Client:
NORTH TEXAS BRIDGE CO INC
Project:
BETHEL ROAD & WALLS
COPPELL
Materials:
Cement:
ASTM C 150, TYPE Illl
Coarse Agg.:
ASTM C 33, 1 " - #4
Fine Agg.:
ASTM C 33, CONCRETE SAND
Admixtures:
ASTM C 494, TYPE A OR D
ASTM C 260
1.0 Cubic yard by weight - SSD
Use
Mix Number
Strength @ 28 Days
Cement
Coarse Aggregate
Fine Aggregate
Water
Admixture WATER REDUCER
AEA
Total Weight
Unit Weight
wlcm Ratio
Fly Ash Replacement
Maximum Temperature
Slump
Entrained Air
CLASS A
1261 (5 SK, WR, AIR)
3000 psi
470 lbs
1850 lbs
1465 lbs
250 lbs
18.8 ozs
3.1 ozs
4035 lbs
149.44 pcf
0.53
0%
95° F
3 -5 inches
3-6%
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 C311C31M -03a (including proper initial curing as per Section 10.12), ASTM C391C39M -01, ASTM
C941C94M -07, or other standard test methods indicated in the Contract Documents that were necessary to verity 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 3068 -88 are followed, if and when necessary. Additional information can be found in the Limited Warranty for Ready Mix Concrete.
In accordance with ASTM C941094M -07 Section 4.6, Lattimore Materials Company shall receive all copies of testing reports, and they should be
forwarded to our Quality Control Department (fax 972.221. 9647) 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 Company) 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 Company. Any unauthorized person
or entity in possession of this information will be prosecuted to the fullest extent of the law.
LMC
Lattimore Materials Company
15900 DOOLEY ROAD
ADDISON TX 75001
(972)221 -4646 (main)
(972)221-9647 (fax)
Ready Mix Concrete Mixture Design
Date:
06115/10
Client:
NORTH TEXAS BRIDGE CO INC
Project:
BETHEL ROAD & WALLS
COPPELL
Materials:
Cement:
ASTM C 150, TYPE IIII
Coarse Agg.:
ASTM C 33, 1 " - #4
Fine Agg.:
ASTM C 33, CONCRETE SAND
Admixtures:
ASTM C 494, TYPE A OR D
ASTM C 260
1.0 Cubic yard by weight - SSD
Use
Mix Number
Strength @ 28 Days
Cement
Coarse Aggregate
Fine Aggregate
Water
Admixture WATER REDUCER
AEA
Total Weight
Unit Weight
wlcm Ratio
Fly Ash Replacement
Maximum Temperature
Slump
Entrained Air
CLASS S
1851 (6.5 SK, WR, AIR)
4000 psi
611 lbs
1850 Ibs
1303 lbs
267 lbs
24.4 ozs
4.0 ozs
4031 lbs
149.30 pcf
0.44
0%
95° F
3 -5 inches
3-6%
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 C311C31M -03a (including proper initial curing as per Section 10.12), ASTM C391C39M -01, ASTM
C941C94M -07, or other standard test methods indicated in the Contract Documents that were necessary to verity 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 3068 -88 are followed, if and when necessary. Additional information can be found in the Limited Warranty for Ready Mix Concrete.
In accordance with ASTM C941094M -07 Section 4.6, Lattimore Materials Company shall receive all copies of testing reports, and they should be
forwarded to our Quality Control Department (fax 972.221. 9647) 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 Company) 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 Company. Any unauthorized person
or entity in possession of this information will be prosecuted to the fullest extent of the law.
LMC
Lattimore Materials Company
15900 DOOLEY ROAD
ADDISON TX 75001
(972)221 -4646 (main)
(972)221-9647 (fax)
Ready Mix Concrete Mixture Design
Date:
06115/10
Client:
NORTH TEXAS BRIDGE CO INC
Project:
BETHEL ROAD & WALLS
COPPELL
Materials:
Cement:
ASTM C 150, TYPE Illl
Coarse Agg.:
ASTM C 33, 1 " - #4
Fine Agg.:
ASTM C 33, CONCRETE SAND
Admixtures:
ASTM C 494, TYPE A OR D
ASTM C 260
1.0 Cubic yard by weight - SSD
Use
Mix Number
Strength @ 28 Days
Cement
Coarse Aggregate
Fine Aggregate
Water
Admixture WATER REDUCER
AEA
Total Weight
Unit Weight
wlcm Ratio
Fly Ash Replacement
Maximum Temperature
Slump
Entrained Air
CLASS C
1701 (6 SK, WR, AIR)
3600 psi
564 lbs
1850 lbs
1371 lbs
256 lbs
22.6 ozs
3.7 ozs
4041 lbs
149.67 pcf
0.45
0%
95° F
3 -5 inches
3-6%
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 C311C31M -03a (including proper initial curing as per Section 10.12), ASTM C391C39M -01, ASTM
C941C94M -07, or other standard test methods indicated in the Contract Documents that were necessary to verity 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 3068 -88 are followed, if and when necessary. Additional information can be found in the Limited Warranty for Ready Mix Concrete.
In accordance with ASTM C941094M -07 Section 4.6, Lattimore Materials Company shall receive all copies of testing reports, and they should be
forwarded to our Quality Control Department (fax 972.221. 9647) 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 Company) 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 Company. Any unauthorized person
or entity in possession of this information will be prosecuted to the fullest extent of the law.
Limited Warranty for Ready Mix Concrete
Original Concrete Purchaser:
NORTH TEXAS BRIDGE CO INC, 9425 CR 423, ANNA TX 75409
Project and /or Property:
BETHEL ROAD & WALLS, COPPELL
Concrete mix ture design # :
#1116(CLASS B), #1851 (CLASS C D RILLED SHAFTS), #1261 (CLASS A),
#1851 CLASS S), #1701 CLASS C
THIS LIMITED WARRANTY SUPERCEDES ALL PRIOR W ARRAN TY COVERAGE
Lattimore Materials Company, L.P. ( "LMC ") hereby extends to the Purchaser of its supplied ready- concrete a limited
warranty- for the ready -mix concrete mixture design against specific performance deficiencies subject to the terms and conditions
set forth below. LMC shall warrant that, for a period of one (1) years, beginning on the date of concrete placement at the
original delivery- location ("Warranty Period "), LAIC will remedy, repair, or replace non - conforming concrete as provided in this
Limited Warranty. The liability of LMC under this Limited lWarranty shall be limited to the remedy, repair, or replacement of
said non - conforming concrete as provided in this Limited Warranty and L_'GIC's total liability shall not exceed the direct expense
associated with remedy, repair, or replacement of said non - confor concrete.
LAIC has no knowledge or authority regarding where this concrete mixture(s) is/are to be placed, therefore it is the direct
responsibility of the Purchaser, the project architect or engineer, and or contractor to unsure that the above designed mixture
parameters for compressive strength, mixtur 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.
PLEASE READ CAREFULLY THE SCOPE AND TERMS OF YOUR LIMITED WARRANTY
During the term of this Limited NVarrantyy, and subject to the terms and conditions listed herein, LAIC warrants the
supplied ready -mix concrete mix ture designs which LAIC 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, AST1I C31/C311I -03a (including proper
initial curing as per Section 10.1.2), AST1I C39/C39M -01, ASTM C94/C94A -1 -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.
This will also serve as a Limited Warranty that the compressive strength, or other performance properties of the
concrete as specified in the original Contract Documents for the concrete supplied to the project, will meet or exceed
those requirements during the one (1) year Warranty Period from when the concrete was originally supplied to the
Purchaser. The Limited Warranty applies only to the original Purchaser of the supplied ready -mix concrete.
LIMITATIONS
This Limited Warranty and guarantee does not and will not cover any claim or liabilities related to the following items,
which are expressly excluded from the coverage provided by this Limited Warranty:
Drying shrinkage cracking, plastic shrinkage cracking, or other cracking or cracking process. LMC guarantees
that concrete ww-ill crack as a normal function of the materials, due to normal processes of expansion and
contraction, and because of environmental conditions that are outside of the control of LMC.
Concrete surface defects or imperfections.
Aesthetic blemishes or discoloration in the concrete.
4. Deterioration to the concrete as a result of improper, incorrect, or poor fuush ing practices.
5. Defects caused by normal wear and tear.
6. Materials contained within the concrete that are within allowable limits according to AST1I C33 -03, ASTM
C94/C94M -07, ASTI•I C150 -07, ASTII C260 -01, ASTM C494/C494M -01, ASTLI C618 -03, ASTII C1157 -03,
and ASTNI C1602/CI6021I -06.
7. Punitive damages.
8. Incidental or consequential damages resulting from a defect covered by this Limited Warranty, including but
LMC Pale 1 of 4 Lattimore Materials Company, L.P.
Limited Warranty for Ready Mix Concrete
not limited to, loss of usage, inconvenience or damage to persons or property.
9. Damage or deterioration that occurs to the concrete as a result of improper or incorrect structural design, soil
instability or movement.
10. Damage caused by weather conditions, acts of God or acts of nature, including but not limited to the following
conditions: Wind storms, wind driven water, floods, hail lightning, fallen trees, earthquakes, explosions, fire,
water escape, changes in underground water table, water seepage, land settlement, sinkholes, or site conditions.
11. Items that are covered by a manufacturer's warranty.
12. Any deficiencies or non - conformities in the ready -mix concrete mixture design not formally reported to LMC
within the one (1) year Warranty Period.
13. The use of salt, chlorides, or other chemicals on concrete surfaces will cause permanent damage and may result
in the need to replace such surfaces. I11C will not be responsible for damage caused by the use of salt,
chlorides, other chemicals agents, or antiskid substances on concrete surfaces.
14. Delamination on the concrete surface due to water added during finishing, hard trowel application to
air - entrained concrete, or delayed bleed water production due to either weather conditions such as changes in
temperature or relative humidity.
LMC MAKES NO OTHER WARRANTY, EXPRESSED OR IMPLIED, WRITTEN OR ORAL, OTHER THAN
THOSE SET FORTH IN THIS LIMITED WARRANTY (INCLUDING, WITHOUT LIMITATION,
WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR WORKMANSHIP).
THE WARRANTIES CONTAINED HEREIN ARE PERSONAL TO THE ORIGINAL PURCHASER OF THE
SUPPLIED READY -MIX CONCRETE AND ARE NOT TRANSFERABLE OR ASSIGNABLE. NO PERSON IS
AUTHORIZED TO GIVE ANY OTHER W ARRAN TY OR ASSUME ANY OTHER LIABILITY EXCEPT BY
WRITTEN STATEMENT SIGNED BY AN OFFICER OF LMC. ORIGINAL PURCHASER OF THE SUPPLIED
READY -MIX CONCRETE DOES HEREBY EXPRESSLY WAIVE ANY OTHER WARRANTY.
The placing and finishing of the supplied ready -:nix concrete are not within the control of I-AIC and are, therefore, not considered
manufacturing or design defects, or ready -mix concrete mixture design deficiencies. Furthermore, this Limited Warranty will not
cover any conditions or issues arising as a consequence of water added to LAIC supplied ready -:nix concrete after the concrete has
been brought to its required slump subsequent to transit, which may adversely affect the concrete, and may prevent the concrete
from achieving the specified compressive strength, or other performance requirements stated in the Contract Documents.
Additionally, this Limited Warranty will not cover any other products added to LAIC supplied ready -:nix concrete after the
concrete has arrived on site that may adversely affect the concrete, or may prevent the concrete from achieving the specified
compressive strength, or other performance requirements stated in the Contract Documents.
LAIC's PERF0R ONCE
In the event there are any deficiencies in the mixture design of the supplied ready -mix concrete with the one (1) year
Warranty Period, the original Purchaser shall promptly give LAIC written notice of the deficiencies, and LXIC shall have
the opportunity to inspect, remedy, replace, or repair the non- conforming concrete whose performance properties as
indicated in the original Contract Documents are adversely affected by the identified and verified concrete mixture
design deficiencies.
Failure by the original Purchaser to give LAIC written notice of non - conforming concrete, and/or the failure by the
original Purchaser to give LAIC the opportunity to inspect, replace, repair, or remedy the said defective material, shall
constitute a waiver by the original Purchaser of any claim by the original Purchaser for the non - conforming concrete.
Any repair or replacement shall not extend the warranty term.
In the event non - conforming ready -mix concrete is to be remedied, repaired, or replaced pursuant to this Limited
Warranty, such work will be performed by LMC or at its direction. Lander no circumstances will I-AlC make
reimbursement for remedy, repair, or replacement cost incurred by the Purchaser or any other person unless costs were
approved by I.14IC in writing prior to incurrence.
The original Purchaser must provide LAIC or its designee access to the Property during normal -weekday business hours
to perform its obligation under this Limited Warranty. Failure to provide such access will relieve LAIC of its
obligations.
LMC Page 2 of 4 Lattimore Materials Company, L.P.
Limited Warranty for Ready Mix Concrete
Acceptance of the concrete upon arrival at the point of delivery constitutes acceptance of this Limited.
Warranty.
SUBMISSION OF CLU -NIS TO L-NIC
If the original Purchaser has a compliant, the origiti d Purchaser must send a clear and specific written complaitit to LNIC
prior to the tine the Warranty Period expires, to the following address:
ATT-: Paul Rouse
Vice- President
Lattimore -Materials Company, L.P.
1 5900 Doole3- Road
Addison, Texas 75041
LMC Page 3 of 4 Lattimore Materials Company, L.P.
Limited Warranty for Ready Mix Concrete
GENERAL PROVISIONS
This Limited Ssuarranty is not effective until LIIC receives the entire sales price of the concrete supplied to the original
Purchaser. However, failure by the original Purchaser to par, or other delay in LA-IC receiving, the entire sales price sliall
not extend the commencement date of the Warranty Period.
In the event that for any reason one or more of the provisions of this Limited Warranty are held to be invalid, illegal or
unenforceable, such invalidity, illegality or unenforceability shall not affect any other provision of this Limited Warranty.
This Limited Warranty shall be interpreted as if the invalid, illegal or unenforceable pros ision had never been contained
in this Limited Warranty.
It is understood that LAIC is engaged to perform services under the Contract Documents as an independent contractor
and not as an agent of the original Purchaser. The laws of the State of Texas shall govern this Limited Warranty and a
court located in Collin County, Texas must resolve any claim or dispute arising there From.
ANIENDIIIENTS
This Limited - Varranty agreement cannot be changed or altered in any way.
By: Date: Jane 15 2010
Paul Rouse
Vice- President, Lattimore Xlate dals Company, L.P.
15900 Dooley Road
Addison, Texas 75001
LMC Page 4 of 4 Lattimore Materials Company, L.P.
MC
LATTIAI0RE NUTERIALS C OMPA INY, L.P.
P.O. Box 556
McKuuney, Texas 75070 -0556
972- 221 -4646 main
972 - 569 -6998 fax
www.lmctx.com
Statistical Compressive Strength History
Mix Design # 1851 Design compressive strength, f = 3600 psi
Number of test results = 30
28 day compressive strength standard deviation ! s) = fflpsi psi
ACI 318 Table 318 5.3.1.2 modifier = Modified Standard deviation (s) =
ACI 318 Table
5.3.2.1
fc < 5000 psi
(5 -1) f.,= f', +1.34s =
1 4255
�5 -2) f � = f� + 2.335 - 500 =
4238
psi
psi
28 day cylinder average= 1 5783 Ipsi
Required ACI 318 strength= 1 4255 psi
Test
Date
Slump
Conc.
0
Io Air
7 day strength
28 day strength
I
#
bfbu
SAIU
Temp
2
CY1.1 7Avg.
Cyl.1 Cyl.2 SetAvg
1
U1IUt /U'U
3.5U
bb
3.'UU
bubu
bUSU
bfbu
SAIU
bt fu
2
01109/09
4.00
76
5.40
4220
4220
5240
5120
5180
3
01109109
4.00
78
3.00
4730
4730
5540
5740
5640
4
01/12/09
4.75
76
2.75
5100
5100
5590
5840
5720
5
01112109
3.50
62
4.70
4570
4570
5890
5660
5780
6
01/13109
3.00
60
3.00
5000
5000
5740
6140
5940
7
01/14/09
4.25
69
3.70
4620
4620
6410
6240
6330
8
01/14/09
3.25
64
5.40
4690
4690
5870
5650
5760
9
01119109
3.50
63
3.00
4510
4510
5270
5590
5430
10
01/20109
5.00
58
3.60
4870
4870
6240
6000
6120
11
01/20109
3.75
73
3.20
5820
5820
7190
7190
7190
12
01/23109
3.00
72
3.00
5170
5170
6620
5950
6290
13
01126109
3.50
58
3.90
5740
5740
6730
6640
6690
14
01/30109
3.25
60
5.50
4740
4740
5510
5690
5600
15
02102/09
3.00
63
3.00
5160
5160
6300
6040
6170
16
02103109
4.00
65
3.00
4590
4590
5560
5560
5560
17
02/04109
3.50
65
3.50
5090
5090
5640
5520
5580
18
02105109
4.50
68
3.00
4720
4720
5890
5750
5820
19
02106/09
3.50
69
3.50
4740
4740
5750
5830
5790
20
02106109
3.75
68
3.80
4240
4190
4220
5120
5250
5190
21
02110109
3.50
78
3.00
4990
4990
6180
6160
6170
22
02/12109
3.50
64
4.30
4370
4720
4545
5600
5670
5640
23
02112/09
3.50
78
4.00
4740
4740
6150
5720
5940
24
02117/09
4.75
65
5.30
4100
4010
4060
5040
5070
5060
25
02118109
4.50
73
4.50
3870
3800
3840
5070
5090
5080
26
02124/09
2.50
70
4.50
4330
4120
4230
5140
5200
5170
27
02127/09
3.50
78
3.00
5170
5170
5590
6260
5930
28
02127/09
5.00
74
4.00
4600
4510
4560
5780
5750
5770
29
03102109
3.75
61
5.00
4740
4740
6330
5920
6130
30
03103109
3.00
64
4.00
4600
4600
5180
4900
5040
MC
LATTIAI0RE NUTERIALS C OMPA INY, L.P.
P.O. Box 556
McKuuney, Texas 75070 -0556
972- 221 -4646 main
972 - 569 -6998 fax
www.lmctx.com
Statistical Compressive Strength History
Mix Design # 1261 Design compressive strength, f = 3000 psi
Number of test results = 30
28 day compressive strength standard deviation 's) = 640 psi
ACI 318 Table 318 5.3.1.2 modifier = 1
Modified Standard deviation (s) = 640 psi
ACI 318 Table
5.3.2.1
fc 5000 psi
(5 -1) f. f', +1.34s =
3858
�5 -2) f - f + 2.33s - 500 =
cr - c
3991
psi
psi
28 day cylinder average= I 4497 psi
Required ACI 318 strength = 3991 psi
Test
Date
Slump
Conc.
% Air
7 day strength
28 day strength
41 bU
593U
bu I U
Temp
2
CY1.1 Cyl.2 7Avg.
Cyl.1 Cyl.2 SetAvg
1
1 Z12BIUU
4.UU
4:3
3.1 U
313
444U
41 bU
593U
bu I U
b45U
2
12/31/09
5.00
43
3.20
3970
3970
5340
5450
5400
3
01/11/10
5.00
44
4.40
3370
3480
3430
4650
4680
4670
4
01/15/10
4.50
60
4.30
3530
3150
3340
4200
4030
4120
5
01118110
5.00
76
3.10
2570
2660
2620
5240
5400
5320
6
01/27/10
3.00
61
5.40
3380
3380
4160
4360
4260
7
02102/10
4.25
54
4.50
3800
3800
4840
4620
4730
8
02116110
5.00
56
2.00
3250
3250
4060
4240
4150
9
02118110
6.75
50
7.50
3420
3420
4490
4250
4370
10
02/18/10
5.00
47
7.00
3660
3660
4220
4520
4370
11
02/19/10
4.00
56
6.50
3980
3980
5180
4890
5040
12
02122110
4.00
50
6.50
4020
4020
5430
5110
5270
13
02126/10
4.50
59
4.20
4060
4060
5220
5010
5120
14
03103110
5.50
60
6.00
2530
2530
3870
3890
3880
15
03104110
4.00
65
5.50
3590
3590
4090
4140
4120
16
03/10/10
5.00
60
5.00
3710
3710
4600
4590
4600
17
03111/10
4.00
60
3.70
3320
3320
4250
4650
4450
18
03/15/10
4.25
60
5.40
4070
4070
5240
5220
5230
19
03118110
6.00
73
5.80
2820
2820
3680
3800
3740
20
03123110
5.00
64
5.80
3140
3030
3090
4130
4210
4170
21
03123/10
3.25
76
3.90
3640
3360
3500
4830
4620
4730
22
03123110
5.00
70
5.10
3170
3170
3950
3910
3930
23
03126/10
3.00
68
4.60
3480
3660
3570
4400
4390
4400
24
03130/10
4.00
72
5.40
3010
3150
3080
3580
3640
3610
25
04115110
4.00
76
5.00
3470
3480
3480
4250
4610
4430
26
04/15110
4.50
77
4.70
3840
3840
4660
4640
4650
27
04/22/10
5.25
73
4.40
3030
2930
2980
3810
3680
3750
28
04122110
4.75
65
4.90
3800
3410
3610
4370
4780
4580
29
04/23/10
5.00
65
5.10
2770
2660
2720
3410
3700
3560
30
04/26/10
5.00
73
4.10
3030
3000
3020
3830
3810
3820
MC
LATTIAI0RE NUTERIALS C OMPA INY, L.P.
P.O. Box 556
McKuuney, Texas 75070 -0556
972- 221 -4646 main
972 - 569 -6998 fax
www.lmctx.com
Statistical Compressive Strength History
Mix Design # 1851 Design compressive strength, f = 4000 psi
Number of test results = 30
28 day compressive strength standard deviation ! s) = fflpsi psi
ACI 318 Table 318 5.3.1.2 modifier = Modified Standard deviation (s) =
ACI 318 Table
5.3.2.1
fc 5000 psi
(5 -1) f. f', +1.34s =
4655
�5 -2) f - f + 2.33s - 500 =
cr - c
4638
psi
psi
28 day cylinder average= I 5783 psi
Required ACI 318 strength= 4655 psi
Test
Date
Slump
Conc.
0
Io Air
7 day strength
28 day strength
I
#
bfbu
SAIU
Temp
2
CY1.1 7Avg.
Cyl.1 Cyl.2 SetAvg
1
U1IUt /U'U
3.5U
bb
3.'UU
bubu
bUSU
bfbu
SAIU
bt fu
2
01109/09
4.00
76
5.40
4220
4220
5240
5120
5180
3
01109109
4.00
78
3.00
4730
4730
5540
5740
5640
4
01/12/09
4.75
76
2.75
5100
5100
5590
5840
5720
5
01112109
3.50
62
4.70
4570
4570
5890
5660
5780
6
01/13109
3.00
60
3.00
5000
5000
5740
6140
5940
7
01/14/09
4.25
69
3.70
4620
4620
6410
6240
6330
8
01/14/09
3.25
64
5.40
4690
4690
5870
5650
5760
9
01119109
3.50
63
3.00
4510
4510
5270
5590
5430
10
01/20109
5.00
58
3.60
4870
4870
6240
6000
6120
11
01/20109
3.75
73
3.20
5820
5820
7190
7190
7190
12
01/23109
3.00
72
3.00
5170
5170
6620
5950
6290
13
01126109
3.50
58
3.90
5740
5740
6730
6640
6690
14
01/30109
3.25
60
5.50
4740
4740
5510
5690
5600
15
02102/09
3.00
63
3.00
5160
5160
6300
6040
6170
16
02103109
4.00
65
3.00
4590
4590
5560
5560
5560
17
02/04109
3.50
65
3.50
5090
5090
5640
5520
5580
18
02105109
4.50
68
3.00
4720
4720
5890
5750
5820
19
02106/09
3.50
69
3.50
4740
4740
5750
5830
5790
20
02106109
3.75
68
3.80
4240
4190
4220
5120
5250
5190
21
02110109
3.50
78
3.00
4990
4990
6180
6160
6170
22
02/12109
3.50
64
4.30
4370
4720
4545
5600
5670
5640
23
02112/09
3.50
78
4.00
4740
4740
6150
5720
5940
24
02117/09
4.75
65
5.30
4100
4010
4060
5040
5070
5060
25
02118109
4.50
73
4.50
3870
3800
3840
5070
5090
5080
26
02124/09
2.50
70
4.50
4330
4120
4230
5140
5200
5170
27
02127/09
3.50
78
3.00
5170
5170
5590
6260
5930
28
02127/09
5.00
74
4.00
4600
4510
4560
5780
5750
5770
29
03102109
3.75
61
5.00
4740
4740
6330
5920
6130
30
03103109
3.00
64
4.00
4600
4600
5180
4900
5040
MC
LATTII%IORE PVLXTERIALS C OMPA INY, L.P.
P.O. Box 2469
Addison, Texas 75001
972 - 221 -4646 main
972 - 569 -6998 fax
www 1mctx.com
Statistical Compressive Strength History
Mix Design # 1701 Design compressive strength, f = 3600 psi
Number of test results = 30
28 day compressive strength standard deviation (s) = 683 psi
ACI 318 Table 318 5.3.1.2 modifier = 1
Modified Standard deviation (s) = 683 psi
ACI 318 Table
5.3.2.1
fc < 5000 psi
(5 -1) f.,= f', +1.34s =
4515
(5 -2) f , = f, + 2.335 - 500 =
4692
psi
psi
28 day cylinder average= I 5643 psi
Required ACI 318 strength= 4692 psi
Test
Date
Slump
Conc.
0
/� Air
7 day strength
28 day strength
I
#
b44U
bb4U
Temp
2
CY1.1 7Avg.
Cyl.1 Cyl.2 SetAvg
1
'111151U'u
3.t5
5b
!).UU
4U3U
483U
b44U
bb4U
WAU
2
12115109
4.00
56
5.80
3910
3760
3840
5700
5210
5460
3
12116109
4.50
60
5.10
4740
4740
6450
6050
6250
4
12117/09
4.50
54
4.70
4360
4530
4450
5560
5690
5630
5
12117/09
5.00
60
4.50
4730
4730
6520
6100
6310
6
12/17/09
5.00
63
5.10
3560
3570
3570
4730
4750
4740
7
12117/09
3.25
55
3.50
5300
5300
6910
6930
6920
8
12117/09
4.25
65
4.30
4160
4160
5400
5740
5570
9
12118109
3.50
62
4.60
5490
5490
6160
6560
6360
10
12119109
5.00
60
4.70
3970
3940
3960
4930
4960
4950
11
12121109
3.25
63
5.70
4430
4380
4410
5210
5430
5320
12
01105110
3.50
48
4.50
4730
4730
6430
6050
6240
13
01105110
5.00
51
5.10
3640
3480
3560
4680
4600
4640
14
01/12110
3.75
60
4.70
4900
4900
6220
6330
6280
15
01/13110
4.00
60
4.00
3520
3470
3500
4340
4650
4500
16
01/13110
5.50
55
3.80
5380
5380
7000
6890
6950
17
01113/10
4.75
50
5.50
4470
4470
4450
6190
5320
18
01/14/10
3.50
53
4.20
4560
4480
4520
5640
5940
5790
19
01/15/10
3.00
57
3.80
5090
5090
5950
6220
6090
20
01/19/10
3.00
71
4.40
4270
4270
5670
5850
5760
21
01119110
5.00
55
5.30
3280
3280
4360
4310
4340
22
01/19/10
4.25
67
3.30
3970
3970
5650
5540
5600
23
01/19110
4.50
68
4.00
4670
4670
5270
5220
5250
24
01/19/10
4.25
67
5.20
3940
3940
5260
5300
5280
25
01120110
4.50
73
4.40
3900
4040
3970
5290
5230
5260
26
01/20/10
5.25
68
4.90
3770
3770
4790
4630
4710
27
01/20110
3.25
74
3.80
4770
4770
5980
6090
6040
28
01/21110
5.00
64
5.70
5150
5150
5910
5620
5770
29
01121/10
4.25
62
5.30
4400
4400
5450
5740
5600
30
01/25110
5.00
50
4.90
4600
4600
5800
5830
5820
Lattimore Materials Company
LMC 1700 Redhud Blvd, Suite 200
McKinney, Texas 75069
972 -221 -4646 (main)
972 - 221 -9647 (fax)
www.lattimorematerials.com
Gradation Analysis for #57 Coarse Aggregate
ASTM C29, C33, 0117, C127 & D75
Date Sampled: 18- Dec -2009 Sample: 1" x #4
Date ran: 22- Dec -2009 Source: Hanson- Bridgeport
Total dry wt: 63.66 lbs. Location: Bunker
Sieve
Size (in)
Wt. Ret.
% Ret.
% Pass
ASTM C33 #57
Limits
1 -112"
1.500
0
0.0%
108.0%
100%
lug
1.800
1.48
2.3%
97.7%
95% to 100%
314"
8.750
14.50
22.8%
77.2%
1/2"
0.500
38.96
61.2%
38.8%
25% to 60%
318"
8.375
47.36
74.4%
25.6%
-
#4
8.188
60.30
94.7%
5.3%
0% to 10%
#8
0.094
62.12
97.6%
2.4 %6
0% to 5%
PAN
I
I -
100%
90%
80%
70%
60%
50%
40%
30%
20%
10%
0%
+°/o Retained
—0--% Passing
0.010
Absorbtion:
ASTM C117
Specific Gravity
Dry Loose Unit Wt
Dry Rodded Unit Wt
L.A. Abrasion
0.100 1.000
Sieve Size (in.)
0.82%
.42%
2.68
93.13 lb/ft 3
105.23 lb/ft 3
25
10.000
Lattimore Materials Company
LMC 1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
972 - 221 -4646 (main)
972- 221 -9647 (fax)
www.l aftimorematerials.com
Gradation Analysis for Fine Aggregates
ASTM C29, C33, 0117, C128 & D75
Date Sampled: 16- Mar -2010 Sample: Spec
Date ran: 18- Mar -2010
Total dry wt: 838.3
Source; Rosser
grams Location: Stockpile
Sieve
Size (in)
Wt. Ret.
% Ret.
% Pass
% Passing ASTM C33
Limits
% Retained TxDOT
421
318"
0.375
0.0
0.0%
100.0%
100%
0%
114"
0.250
0.3
0.0%
100.0%
-
-
#4
1 0.188
9.0
1.1%
1 98.9%
95% to 100%
0% to 5%
#8
0.094
109.5
13.1%
86.9%
80% to 100%
0% to 20%
#10
0.079
138.4
16.5%
83.5%
-
-
#16
0.047
220.7
26.3%
73.7%
50% to 85%
15% to 50%
#20
0.033
276.9
33.0%
67.0%
-
-
#30
0.023
351.3
41.9%
58.1%
25% to 60%
35% to 75%
#40
0.017
505.1
60.3%
39.7%
-
-
#50
0.012
692.0
82.5%
17.5%
5% to 30%
65% to 90%
#80
0.007
812.8
97.0%
3.0%
-
-
#100
0.006
824.3
98.3%
1.7%
0% to 10%
90% to 100%
#200
0.003
834.3
99.5%
0.5%
0% to 3%
97% to 100%
PAN
-
-
Fineness Mad
Specific Gravity:
Dry Loose Unit Wt
Dry Rodded Unit Wt
Absorbtion
2.63
2.65
100.87
112.35 I blft
1.27% Iblft3
Product Data Sheet
Edition 14.2005
Identification no. 161
Plastocrete 161
Plastocrrete° 161
Water Reducing Admixture
Description
Plastocrete 161 is a lignin polymer -type water- reducing admixture.
Plastocrete 161 meets the requirements of ASTM 0.494 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.f100 lbs. (130 -260 mIf100 kg) of cementitious materials for normal
setting characteristics. Dosage rates of 4 -6 fl. oz.f100 lbs. (260 -390 ml /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
1 -800- 933 -SIKA cLUALITy
manually or by automated dispenser. Add into the water line at the batch plant
601, Delmar Avenue
or to th e mixer at the end of th e hatching cycle.
Lyndhurst, NJ 07071
Combination with other Admixtures: Plastocrete 161 works effectively as a
'
0'al
single admixture or in combination with other admixtures in the Sika System.
Phone: (5 14) 69 7-26 10
When air entrained concrete is specified, Sika recommends the use of Sika air
Fax: (201) 933 -6225
entraining admixtures.
�
When used in combination with other admixtures, care must be taken to
www.sika.ca
dispense each admixture separately into the concrete. Do not mix with
Regional Information and Sales Centers. Forthe location of your nearest
dry cement.
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 40T (5 °C). If frozen, thaw and
South East Region:
agitate thoroughly to return to normal state before use.
South Central Region: Mesquite, TX, Phone: (972) 2896480
Shelf life when stored in dry warehouse conditions between 50 °F and 80T
Western Region: Santa Fe Springs,
(1 O °C - 27 °C) is one year.
Typical Data
Alberta: Edmonton,AB, Phone: (780)48&-6111
Appearance
Dark Brown liquid
Specific Gravity
Approx. 1.2
Caption
Skin and eye irritant; avoid contact. The use of NIOSH approved respirator,
safety goggles and rubber gloves is recommended. Avoid breathing product.
Made in USA. Printed in USA
Use with adequate ventilation. Remove contaminated clothing.
Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant
gogglesfgloves /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 ac-
cordance with applicable environmental regulations.
KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN
NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY
CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION
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 OTH ER WARRANTi ES EXPRESSED OR IMP LI EO SHALLAPPLY INCLUDING ANY WARRANT(' OF MERCHANTABILITY OR FITNESS FOR
APARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDERANY 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.
1 -800- 933 -SIKA cLUALITy
201 PolitoAvenue
601, Delmar Avenue
Lyndhurst, NJ 07071
Pointe- Claire, QC H9R4A9
'
0'al
Phone: (201) 933 -880D
Phone: (5 14) 69 7-26 10
r
Fax: (201) 933 -6225
Fax: (514) 697 -3087
�
www.sikaconstruction.com
www.sika.ca
Regional Information and Sales Centers. Forthe location of your nearest
Sika representative, eontactyour regional center.
U.S.: North East Region:
Fairless Hills, PA, Phone: (215) 295 -6WO
North Central Region: Marion, CH, Phone: (840)851 -1545
South East Region:
Conyers, GA, Phone: (770) 750 -1304
South Central Region: Mesquite, TX, Phone: (972) 2896480
Western Region: Santa Fe Springs,
CA, Phone: (552) 9033550
Canada: Ontario: Mississauga, ON,. Phone: (945) 795 -3177,
Alberta: Edmonton,AB, Phone: (780)48&-6111
Quality C-tlncatlan Numbers: Lyndhurst:.
FM 69711 (ISO 900 -0), FM 70421 (05 90130), Mad—
FM 69715, Kansas Cry, FM 69107, Santa Fe Sprlrgs: FM 69408
Sika and Plastocrete are registered trademarks..
Made in USA. Printed in USA
Product Data Sheet
Edition 14.2005
Identification no. 100-54
Plastiment
Plastiment°
Water Reducing and Retarding Admixture
Description
Plastiment is a water - reducing and retarding admixture.
Plastiment meets the requirements of ASTM C -494 Types B and D.
Applications
Plastiment is recommended for use whenever high quality concrete with pre-
dictable and controlled set times is desired. Use in flatwork and horizontal or
vertical slipform placements where a superior surface finish is required.
Advantages
Plastiment is highly effective in hot weather concreting to offset the accelerat-
ing effects of high ambient temperatures by slowing the hydration reaction and
controlling the hydration heat. Concrete workability is enhanced and a supe-
rior surface finish is obtained.
In mass concrete pours Plastiment controls temperature rise and reduces the
risk of thermal cracking.
i Initial set times are delayed, allowing time for proper placement and fin-
ishing without cold joints in hot weather conditions.
■ Plastiment increases concrete density and delivers increased early and
ultimate, compressive and flexural strengths.
■ For flatwork applications Plastiment acts as a finishing aid, workability is
improved, bleeding is controlled and a superior surface finish is obtained.
■ Lower water cement ratios provide decreased permeability and increased
durability.
■ PIastiment can be used to retard concrete during the hot weather con-
creting. Refer to ACI 3068 Hot Weather Concreting for more information.
Plastiment does not contain calcium chloride or any other intentionally added
chlorides.
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.f100 lbs. (130 -260 m11100 kg) of cementitious materials.
Where extended retardation is required dosage may be increased. Dosage
rates outside the recommended range may be used where specialized materi-
als such as microsilica are specified, extreme ambient conditions are encoun-
tered or unusual project conditions require special consideration. In this case
please contact your local regional Sika office or Sika technical service
department at 1 -800- 933 -7462 for further information.
Mixing
Add Plastiment 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.
Combination with other Admixtures: Plastiment works effectively as a
single admixture or in combination with other admixtures in the Sika System.
When used in combination with other admixtures, care must be taken to dis-
pense each admixture separately into the mix. Do not mix with dry cement.
Packaging
Plastiment is supplied in 55 gallon (208 liter) drums and bulk delivery.
Storage and Shelf -life
Plastiment 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
(1 O °C- 27 °C) is one year.
Typical Data
Appearance
Flourescent Green 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/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
CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION
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 disks.
Buyers sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor.
NO OTHER WARRANT ES EXPRESSED OR IMPLIED SHALLAPPLY INCLUDING ANY WARRANTY of MERCHANTABILITY OR FITNESS FO R
A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES.
SIKA SHALL HOT 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. 1- 800 - 933 -SIKA cLUALITy
201 PolitoAvenue 601, Delmar Avenue
Lyndhurst, NJ 07071 Pointe- Claire, QC H9R4A9
Phone: (201) 933 -880D Phone: (5 14) 69 7-26 10 ' r
Fax: (201) 933 -6225 Fax: (514) 697 -3087
www.sikaconstruction.com www.sika.ca C HIEVEM , �
Regional Information and Sales Centers. Forthe location of your nearest Sika representative, eontactyour regional center.
U.S.: North East Region: Fairless Hills, PA, Phone: (215) 295 -6WO North Central Region: Marion, CH, Phone: (840)851 -1545
South East Region: Conyers, GA, Phone: (770) 750 -1304 South Central Region: Mesquite, TX, Phone: (972) 2896480
Western Region: Santa Fe Springs, CA, Phone: (552) 9033550
Canada: Ontario: Mississauga, ON,. Phone: (945) 795 -3177, Alberta: Edmonton,AB, Phone: (780)48&-6111
Ouallty C-tlncatlan Numbers: Lyndhurst:. FM 69711 (ISO 90D -0), FM 70421 (05 90130), Mad— FM 69715, Kansas Cry, FM 69107, Santa Fe Springs: FM 69408
Sika and Plastiment are registered trademarks.
Made in USA. Printed in USA
Product Data Sheet
Edition 10.2005
Identification no. 104
Sika AER
Sika °AER
Air Entraining Admixture
Description
Sika AER admixture is a concentrated liquid solution of neutralized
vinsol resin.
Sika AER meets the requirements ofASTM C -260 for Air Entraining
Admixtures.
Applications
Sika AER can be used whenever air entrained concrete is desired. Ready -
mix, precast and block producers can achieve optimum entrained air contents,
even where harsh mixes are used or fly -ash is added to the mix.
Sika AER is an effective and economical means to improve the paste quality
of lean concrete mixes.
Advantages
Durability: Air entrainment is recognized as the most effective prevention
against concrete scaling in exposed environments. Air entrained concrete
delivers particular 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 millions of 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. The
concrete flows better, bleeding and shrinkage is reduced because lower water
content is needed for desired workability.
It has been formulated and manufactured specifically to provide stable and
predictable air contents in concrete, with uniform air bubble spacing through-
out the concrete matrix.
How to Use
Dosage
Dosage rates for Sika AER will typically fall between 0.5 and 1.5 fl. oz. /'100
lbs. (32 - 97 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
include, but are not limited to total cementitious content, type of pozzolanic
materials, sand gradation, temperature and water content. Sika recommends
that trial mixes be tested whenever material or any other changes are made
that may affect the amount of entrained air.
Mixing
Measure the required quantity per batch manually or with automatic dispenser
equipment. Add Sika AE to mixing water or sand. Do not mix with dry ce-
ment. When 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,
will tend to increase the amount of entrained air in the mix. Air contents should
be checked with an air -meter after hatching and dosage adjustments made at
the concrete plant.
Packaging
Sika AE is supplied in 55 gallon (208 liter) drums and bulk delivery.
Storage and Shelf Life
Sika AER should be stored at above 40 °F (5 °C). If frozen, thaw and agitate
thoroughly to return to its 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 Yellow liquid.
Specific Gravity
Approx. 1.0
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/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
CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION
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 OTH ER WARRANTi ES EXPRESSED OR IMP LI EO SHALLAPPLY INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR
APARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDERANY 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. 1 -800- 933 -SIKA cLUALITy
201 PolitoAvenue 601, Delmar Avenue
Lyndhurst, NJ 07071 Pointe- Claire, QC H9R4A9
Phone: (201) 933 -880D Phone: (5 14) 69 7-26 10 ' r
Fax: (201) 933 -6225 Fax: (514) 697 -3087 oo
www.sikaconstruction.com www.sika.ca �
Regional Information and Sales Centers. Forthe location of your nearest Sika representative, eontactyour regional center.
U.S.: North East Region: Fairless Hills, PA, Phone: (215) 295 -6WO North Central Region: Marion, CH, Phone: (840)851 -1545
South East Region: Conyers, GA, Phone: (770) 760 -1304 South Central Region: Mesquite, TX, Phone: (972) 2896480
Western Region: Santa Fe Springs, CA, Phone: (562) 9033650
Canada: Ontario: Mississauga, ON,. Phone: (945) 795 -3177, Alberta: Edmonton,AB, Phone: (780)48&6111
Ouallty C-tI tcaban Numbers: Lyndhu t:. FM 69711 (ISO 900 -0), FM 70421 (QS 9000), Mad— FM 69715. Kansas Cry, FM 69107, Santa Fe Spring.: FM 69408
Sika is a registered trademark.
Made in USA. Printed in USA
MATERIAL SAFETY DATA SHEET
SECTION 1 - CHEMICAL PRODUCT AND COMPANY IDENTIFICATION
Percentage of
Product Name:
Ready Mix Concrete, Pre -Mixed Concrete, Transit Mixed Concrete. Grout
Chemical Entitylingredient
MSDS covers all Concrete Mix Designs prepared by Inland.
CAS No:
N/A
Product Use:
Ready Mix Concrete is a structural component used in structural and civil
qgLC
engineering.
MSDS Information:
This product is classified as hazardous, according to criteria of W1 MIS
10 m !m
regulations.
Product Code:
-- 1 to 50
Chemical Family:
NIA
Chemical Name And Synonyms:
NIA
Formula:
This product consists of portland cement, flyash, sand, aggregate, and
Water
ad mixtures, individual compositions of constituents will vary within the mix design
ranges.
SuppI erIM anufacturer:
1 to 25 ;
Emergency Contact Information:
5 mglm
Cr taNne
_r _._
SECTION 2 - COMPOSITIONIINFORMATION ON INGREDIENTS
Ready Mix Concrete Ingredients & Their Exposure Limits:
Current ACIH TLV for 8 hour Exposure
Note'
Cements and sand and gravel may contain 0.1% - 60% crystalline silica (GAS No. 14808-80 -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.
October 2004 Ready Mix Concrete Page 1 of 1
Percentage of
Total Dust
Respirable Rust
Chemical Entitylingredient
CAS No: Mix
Wassl
(Mass]
qgLC
Crushed stone or gavel
- — -- - ---- gravel
0 to 60
_. - .�.._ _d _
10 m !m
5 mg lm ;
_._ 3
Sand _.
-- 1 to 50
mg!m3
5 mg/m
Portland Cement
- --
85997 -15 -1 1 to 25
- --
10 mg/m3
- - -- - --
5 mqjM3
Water
-_._.. --
Fjy Ash
1 to 25 ;
1 0 Ma
5 mglm
Cr taNne
_r _._
14608-60-7 0 01 to 5
2 mglm3
0.05 mglm
Note'
Cements and sand and gravel may contain 0.1% - 60% crystalline silica (GAS No. 14808-80 -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.
October 2004 Ready Mix Concrete Page 1 of 1
MATERIAL SAFETY DATA SHEET
SECTION 3— HAZARDS IDENTIFICATION
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 of 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 feet 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 of
(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
Chronic Effects
Some individuals may exhibit an allergic response upon exposure to ready -mix concrete. The
response may appear in a variety of farms 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..
October 2004 Ready Mix Concrete Page 2 of 2
MATERIAL SAFETY DATA SHEET
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:
0 Pre - existing upper respiratory and lung diseases.
0 Previous exposure to dust from hardened product.
0 Unusual or (hyper) sensitivity to hexavalent chromium (chromium ( +8)) salts.
SECTION 4 — FIRST AID MEASURES
• Eyes
• Skin
Immediately flush eyes thoroughly with water. Continue flushing for 15 minutes, including under the
lids, for at feast 15 minutes_ Seek medical attention immediately.
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.
SECTION 5 — FIRE EXPLOSION DATA 1 FIRE FIGHTING MEASURES
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.
October 2004 Ready Mix Concrete Page 3 of 3
MATERIAL SAFETY DATA SHEET
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, 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 alter 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 CONTROLSIPERSONAL PROTECTION
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 severe 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
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. too not allow clothing saturated with wet concrete to remain in contact with skin for any period of time.
October 2004 Ready Mix Concrete Page 4 of 4
MATERIAL SAFETY DATA SHEET
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 (under 30 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:
Odor Threshold:
pH (as a solid):
Solubility In Water:
Vapor Density.
Freezing Point:
Specific Gravity (H =1.0):
Coeff. WaterlOil Dist.:
gray fluid 1 hydraulic mixture
Not applicable.
Not applicable.
Not applicable.
Not applicable.
Not applicable.
3.15
Not applicable.
Odor:
Physical State:
pH:
Vapor Pressure:
Boiling Point:
Melting Point:
Evaporation Rate:
No distinct odor.
Solid (powder).
12 to 13
Not applicable.
Not applicable (i.e.,>1000 ° C)
Not applicable.
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 inflammationlirritation of the tissue lining the interior of the nose and the cornea
(white) of the eye.
SECTION 71 - ECOLOGICAL INFORMATION
Ecotoxicity: No recognized unusual toxicity to plants or animals.
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.
October 2004 Ready Mix Concrete Page 5 of 6
MATERIAL. 'SAFETY DATA SHEET
SECTION 13 - TRANSPORT INFORMATION
Hazardous materials description/
proper shipping name:
Hazard Class:
Identification Number:
Required Label Text:
Hazardous substancesfreportable quantities (RO)
Ready Mix Concrete is not hazardous under the TDG Act
(Canada) or DOT regulations (USA).
Not applicable.
Not applicable.
Not applicable.
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 qua Iifes as a 'ha zardous substance" with delayed health effects.
Status under SARA (Title 110, 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 Substances 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.
October 2004 Ready Mix Concrete Page 6 of 6
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 cf the
Workplace Hazardous Materials Information System (WHMIS).
This product has been classified in accordance with the hazard 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, one 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 Inland Concrete Limited. 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,
October 2004 Ready Mix Concrete Page 7 of 7