Quest Care- CR 20191012P.O. Box 1106 ● Keller ● Texas ● 76244 ● 817-623-6300 ● www.charleysconcrete.com
Project:
Dear
The following mixture(s) are submitted in accordance with ACI 318, proportioning on the basis of field
experience or trial mixtures;
Mixture Code Description1 Intended Use
Charley’s Concrete guarantee of strength per ASTM C94 is provided all field samples are in accordance
with ASTM C172 and ASTM C312 and laboratory testing complies with ASTM C39 and ASTM C1077.
1 Compressive strength values are for 28 day strengths unless specifically noted. Sack designation is for 94 lbs of
total cementitious material including all Portland cement, pozzolans, and other hydrating materials.
2 This includes curing of compressive strength cylinders according to ASTM C31 Section 10.1.2 which states,
“Immediately after molding and finishing, the specimens shall be stored for a period up to 48 h in a temperature
range from 60 and 80 °F [16 and 27 °C] and in an environment preventing moisture loss from the specimens.”
Regarding the concrete compressive strength test records, according to ACI 318 Sec 5.3.1.1.(a) which
states, “Shall represent materials, quality control procedures, and conditions similar to those expected
NO EXCEPTIONS TAKEN
BY DATE
This review is only for general conformance with the design concept of the project and
general compliance with the information given in the Contract Documents. Correctionsor comments made on the shop drawings during this review do not relieve the contractorfrom compliance with the requirements of the plans and specifications. Approval of aspecific item shall not include approval of an assembly of which the item is a
component. Contractor is responsible for: dimensions to be confirmed and correlated at
the jobsite; information that pertains solely to the fabrication processes or to the means,
methods, techniques, sequences and procedures of construction; coordination of allWork of all trades; and for performing all work in a safe and satisfactory manner.
FURNISH AS CORRECTED
REJECTED
REVISE AND RESUBMIT
REVIEWED FOR INFORMATION ONLY
4
SMW 1/15/2019
HGA HAS REVIEWED THIS SUBMITTAL FOR THE
THE MIX DESIGN OF THE SLAB, GRADE BEAMS
AND PIERS ONLY.
P.O. Box 1106 ● Keller ● Texas ● 76244 ● 817-623-6300 ● www.charleysconcrete.com
and changes in materials, proportions within the test records shall not have been more restricted than
those for proposed work;”, the supporting strength data is being submitted in accordance with this
statement.
Charley’s Concrete will guarantee the strength performance of the concrete mixtures submitted when
placed with ambient temperatures between 40 ̊F and 100 ̊F provided plastic properties are not
exceeded and concrete is placed within 90 minutes of batch time. This temperature and time range
does not supersede project specifications. Changes to the mix design can be made to allow for
temperature and time ranges beyond these limits. All concrete should be placed and cured in strict
accordance with ACI guidelines for hot (ACI 305) and cold (ACI 306) weather concreting and may require
the addition of ice during hot weather placements (at the customer’s request). During cold weather
placements all concrete surfaces should be protected for a minimum of 24 hours to allow concrete to
attain a compressive strength of 500 psi.
ACI 304.2R “Placing Concrete by Pumping Methods” states that the inside diameter of the hose should
be a minimum of 3 times the maximum aggregate size in the mixture. It is recommended to minimize or
eliminate the free fall of concrete to prevent segregation and to avoid the loss of air. Boom
configurations may require adjustments to the concrete mixture.
Due to availability of materials, specifically natural concrete sand and fly ash, it may be necessary
during the course of this project to substitute a source of material. Substitutions will be in complete
compliance with project specifications and should not affect mixture characteristics or performance.
We appreciate the opportunity to be of service to your company. Please forward any engineer
comments and approvals to our office. We also request you add Charley’s
Concrete (mixdesigns@charleysconcrete.com) to the distribution list for all laboratory test results for
review and to monitor performance and compliance with project requirements and as required per
ASTM C94 via the project specifications.
If you have any questions or comments regarding this matter feel free to contact our office at
your convenience.
Thank you,
Sincerely,
Richard Szecsy, PhD, PE
Chief Operating Officer
Charley’s Concrete
www.charleysconcrete.com
Mix Design:4517
Compressive strength:4000 psi @28 days
Fly Ash 20%
Slump:4" ± 1"
Air:1.5% +/- 1.5% (Entrapped)
Material Type Abs Volume
Cement ASTM C-150 TYPE I/II 451 lb/yd3 2.29
Fly Ash ASTM C-618 TYPE C 113 lb/yd3 0.68
Coarse Aggregate - 1"ASTM C-33 #57 1840 lb/yd3 11.02
Coarse Aggregate - 1"ASTM C-33 #57 lb/yd3 0.00
Intermediate Agg - 3/8"ASTM C-33 #8 lb/yd3 0.00
Fine Aggregate ASTM C-33 1422 lb/yd3 8.55
Admixture-Sika 686 ASTM C-494 TYPE A & F 4-8 oz/cwt
Admixture-Sika Plastiment ASTM C-494 TYPE B & D 0-4 oz/cwt
Admixture - Sika Air ASTM C-260 0 oz/cwt 0.41
Water/Cement Ratio 0.449 253 lb/yd3 4.05
151.1 lbs/ft3 27.00
Weights SSD
Mix Design and Material Proportions
Charley's Concrete
P.O. Box 1106
Keller, TX 76244817-623-6300 (main)817-431-3515 (dispatch)
Charley’s Concrete guarantees the above mix design will achieve the specified strength when tested and evaluated in accordance with ASTM C172, C31, C39, and C94, and when the recommended procedures for placement and curing outlined in ACI 305 and ACI 306 are followed. This includes curing of compressive strength cylinders according to ASTM C31 Section 10.1.2 which states, “Immediately after molding and finishing, the specimens shall be stored for a period up to 48 h in a temperature range from 60 and 80 °F [16 and 27 °C] and in an environment preventing moisture loss from the specimens.”
In accordance with ASTM C94, Charley’s Concrete shall receive all copies of testing reports, and they shall be forwarded on to mixdesigns@charleysconcrete.com.
Any water added to this concrete That exceeds specified slump or water/cement ratio can result in strength loss.
This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or other information regarding materials manufactured by Charley’s Concrete) is proprietary and confidential and not to be shared nor transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of Charley’s Concrete. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest extent of the law.
NOTES:
www.charleysconcrete.com
Mix Design:4517 Compressive strength:4000 psi @ 28 days
Standard Deviation:762
Average Strength:5568
# of tests:30
ACI 5.3.2.1 Required average strength.(1)5021 psi
(2)5275 psi
28 Day 3 Consecutive
Date Temp.Slump Air %7 Day 28 Day 28 Day Average Average
7/31/2018 79 5 4.8 4780 5790 5350 55707/31/2018 79 5 4.8 4780 5790 5350 55707/27/2018 90 5 1.3 4340 5090 4950 5020 53877/27/2018 91 5 1.4 3930 4680 4560 4620 50707/27/2018 91 5 1.2 3520 4130 4040 4085 45757/27/2018 93 5 1.5 3880 4450 4310 4380 43626/4/2018 72 5 2 4800 6570 6670 6620 50285/7/2018 72 5 2 4800 6670 6330 6500 5833
4/19/2018 72 5 1.5 3910 5430 4850 5140 6087
4/6/2018 73 5 2.2 4500 5820 5610 5715 5785
3/26/2018 82 4.75 2.1 4480 5680 5430 5555 5470
3/21/2018 75 3 2 5680 7500 6770 7135 6135
3/16/2018 74 4.5 1.9 4420 5390 5270 5330 6007
3/13/2018 64 5 1.2 5140 6850 6390 6620 6362
12/18/2017 64 4.25 2 5750 6430 5980 6205 6052
11/1/2017 74 6 1.3 4350 5640 5270 5455 6093
10/27/2017 68 5 1.2 4190 5630 6080 5855 5838
10/26/2017 78 4.75 3.4 5860 7380 7240 7310 6207
10/19/2017 70 4 2 5240 6140 5940 6040 640210/18/2017 72 5 6 4500 5930 5750 5840 639710/18/2017 74 5 5.7 4390 5590 5140 5365 574810/13/2017 86 4.5 2.8 4040 5560 5370 5465 555710/6/2017 88 5.75 2 4080 4730 4520 4625 515210/5/2017 87 4 2.2 4150 5550 5120 5335 51425/25/2017 75 5 0.6 3420 5160 4860 5010 49903/17/2017 60 5 3 3800 5610 5180 5395 52473/9/2017 75 7 1.5 3670 5060 4340 4700 50352/9/2017 66 8 1.5 3250 5210 5030 5120 507211/28/2016 73 5 2 4360 6050 5720 5885 523511/28/2016 70 5 1.5 4200 5780 5370 5575 5527
Compressive Strength History
Charley's Concrete
P.O. Box 1106Keller, TX 76244817-623-6300 (main)817-431-3515 (dispatch)
www.charleysconcrete.com
Mix Design:4518
Compressive strength:4000 psi @28 days
Fly Ash 20%
Slump:4" ± 1"
Air:4.5% +/- 1.0% (Entrapped+Entrained)
Material Type Abs Volume
Cement ASTM C-150 TYPE I/II 452 lb/yd3 2.30
Fly Ash ASTM C-618 TYPE C 112 lb/yd3 0.67
Coarse Aggregate - 1"ASTM C-33 #57 1840 lb/yd3 10.75
Coarse Aggregate - 1"ASTM C-33 #57 lb/yd3 0.00
Intermediate Agg - 3/8"ASTM C-33 #8 lb/yd3 0.00
Fine Aggregate ASTM C-33 1314 lb/yd3 8.01
Admixture-Sika 686 ASTM C-494 TYPE A & F 4-10 oz/cwt
Admixture-SikaPlastiment ASTM C-494 TYPE B & D 0-4 oz/cwt
Admixture - Sika Air ASTM C-260 0 oz/cwt 1.22
Water/Cement Ratio 0.45 253 lb/yd3 4.05
147.1 lbs/ft3 27.00
Weights SSD
Mix Design and Material Proportions
Charley's Concrete
P.O. Box 1106
Keller, TX 76244817-623-6300 (main)817-431-3515 (dispatch)
Charley’s Concrete guarantees the above mix design will achieve the specified strength when tested and evaluated in accordance with ASTM C172, C31, C39, and C94, and when the recommended procedures for placement and curing outlined in ACI 305 and ACI 306 are followed. This includes curing of compressive strength cylinders according to ASTM C31 Section 10.1.2 which states, “Immediately after molding and finishing, the specimens shall be stored for a period up to 48 h in a temperature range from 60 and 80 °F [16 and 27 °C] and in an environment preventing moisture loss from the specimens.”
In accordance with ASTM C94, Charley’s Concrete shall receive all copies of testing reports, and they shall be forwarded on to mixdesigns@charleysconcrete.com.
Any water added to this concrete That exceeds specified slump or water/cement ratio can result in strength loss.
This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or other information regarding materials manufactured by Charley’s Concrete) is proprietary and confidential and not to be shared nor transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of Charley’s Concrete. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest extent of the law.
NOTES:
www.charleysconcrete.com
Mix Design:4518 Compressive strength:4200 psi @ 28 days
Standard Deviation:984
Average Strength:5734
# of tests:30
ACI 5.3.2.1 Required average strength.(1)5518 psi
(2)5992 psi
28 Day 3 Consecutive
Date Temp.Slump Air %7 Day 28 Day 28 Day Average Average
6/28/2018 87 6 3.8 2850 4080 3750 3915
6/14/2018 90 2.5 3.5 2720 3490 3500 3495
6/14/2018 85 4 3 3730 4440 4330 4385 3932
5/2/2018 85 5.75 3 5220 5960 6030 5995 4625
4/26/2018 77 4 4.5 5240 6090 5930 6010 5463
4/6/2018 73 5 2.2 4500 5820 5610 5715 5907
4/5/2018 72 7 5.7 3650 4890 4810 4850 5525
3/12/2018 50 4 3 4840 6810 6290 6550 5705
3/12/2018 51 4 3 5320 6620 6220 6420 5940
3/12/2018 51 5 3.6 4260 6650 6030 6340 6437
3/12/2018 50 5 3.4 5380 6830 6720 6775 6512
3/12/2018 51 5 3.5 4800 6760 6460 6610 6575
3/12/2018 51 4 3.5 4740 6320 6110 6215 6533
3/12/2018 50 5 3 4550 6440 6240 6340 6388
3/12/2018 51 4 3.7 5020 7480 7050 7265 6607
3/12/2018 51 3.5 4 5300 7350 7290 7320 6975
3/12/2018 48 5 3.9 4480 6150 5960 6055 6880
3/12/2018 46 5 3.2 4260 6310 6100 6205 6527
3/12/2018 43 4.5 3.5 4690 6730 6560 6645 6302
2/8/2018 60 5 3 4960 6240 6120 6180 6343
2/5/2018 58 4.75 3.3 4760 6330 6150 6240 6355
2/2/2018 61 5.75 5.8 3420 4110 3890 4000 5473
2/1/2018 68 5.25 3.8 4730 6040 5860 5950 5397
1/26/2018 61 5 5.1 4110 5370 5060 5215 5055
1/18/2018 47 4.5 4.7 3840 5220 5080 5150 5438
1/8/2018 57 5.5 5.7 3930 5230 5200 5215 5193
12/28/2017 48 5 3.2 3530 4990 4960 4975 5113
12/26/2017 52 5.25 5.4 4580 6240 6250 6245 5478
12/13/2017 65 5 4.5 3660 5350 5170 5260 5493
12/4/2017 76 5.25 4.9 3510 4520 4430 4475 5327
Compressive Strength History
Charley's ConcreteP.O. Box 1106Keller, TX 76244817-623-6300 (main)817-431-3515 (dispatch)
P.O. Box 1106 ● Keller ● Texas ● 76244 ● 817-623-6300 ● www.charleysconcrete.com
Subject: Class F Fly Ash Availability
Project:
Dear:
In an effort to continue with Charley’s Concrete commitment to customer service, we wanted to make
you aware of the lack of availability of ASTM C18 Class F fly ash in the DFW market. Because of recent
closures of coal fired power plants and the continued growth in the DFW market, there is a continuously
decreasing supply of available fly ash for the foreseeable future, and little to no Class F fly ash available.
Many concrete projects (residential, commercial, municipal, and TxDOT) are successfully utilizing ASTM
Class C fly ash when it is available.
While we are hopeful that this may not impact this project, we would like to prepare you for that
possibility by additionally bidding concrete mix designs that do not contain fly ash.
Should you have any further questions, please do not hesitate to contact me or your sales person.
Thanks you,
Sincerely,
Richard Szecsy, PhD, PE
Chief Operating Officer
Charley’s Concrete
P.O. Box 1106 ● Keller ● Texas ● 76244 ● 817-623-6300 ● www.charleysconcrete.com
Subject: Ambient temperature (hot weather)
Project:
Dear
The use of mid-range and high-range water-reducers in concrete can reduce the effects of high ambient
temperatures on fresh concrete. While the incorporation of these admixtures will not reduce the actual
concrete temperatures, the benefits of a lower water demand and increased workability are important
factors in reaching higher ultimate strengths, improving the speed of placement, and reducing creep and
shrinkage by counteracting the accelerating effects of higher ambient and concrete temperatures.
Charley’s Concrete guarantee of strength per ASTM C94 is provided all field samples are in accordance
with ASTM C172 and ASTM C311 and laboratory testing complies with ASTM C39 and ASTM C1077.
Charley’s Concrete will guarantee the strength performance of the concrete mixtures submitted when
placed with concrete temperatures between 50 ̊F and 100 ̊F provided plastic properties are not exceeded
and concrete is placed within 90 minutes of batch time.
We also request you add Charley’s Concrete to the distribution list for all laboratory test results for
review and to monitor performance and compliance with project requirements.
Should you have any further questions, please do not hesitate to contact me or your sales person.
Thank you,
Sincerely,
Richard Szecsy, PhD, PE
Chief Operating Officer
Charley’s Concrete
1 This includes curing of compressive strength cylinders according to ASTM C31 Section 10.1.2 which states,
“Immediately after molding and finishing, the specimens shall be stored for a period up to 48 h in a temperature
range from 60 and 80 °F [16 and 27 °C] and in an environment preventing moisture loss from the specimens.”
P.O. Box 1106 ● Keller ● Texas ● 76244 ● 817-623-6300 ● www.charleysconcrete.com
Subject: Fly ash supply disruptions
Project:
Dear
In an effort to continue with Charley’s Concrete commitment to customer service, we wanted to make
you aware of upcoming disruptions to the fly ash supply in the DFW market. Because of recent closures
of coal fired power plants and the continued growth in the DFW market, there is a continuously
decreasing supply of available fly ash for the foreseeable future.
While we are hopeful that this may not impact this project, we would like to prepare you for
that possibility by additionally bidding concrete mix designs that do not contain fly ash.
Should you have any further questions, please do not hesitate to contact me or your sales person.
Thank you,
Sincerely,
Richard Szecsy, PhD, PE
Chief Operating Officer
Charley’s Concrete
P.O. Box 1106 ● Keller ● Texas ● 76244 ● 817-623-6300 ● www.charleysconcrete.com
Subject: Aggregate pop outs
Project:
Dear
Charley’s Concrete, purchases fine and coarse aggregates from various suppliers in the North Texas
market, and as needed outside of the Texas market. We are unaware of any pop-out potential resulting
from the combination of these materials, specifically the combination of fine and coarse aggregates with
cement, fly ash, admixtures, and water, used to batch our concrete mix designs.
Additionally, the proposed aggregates, cement, fly ash, and admixtures are from sources approved by the
Texas Department of Transportation (TXDOT), and can be found in their Concrete Rated Source Quality
Catalog (CRSQC). These materials have been utilized under similar conditions in the North Texas area for
many years with satisfactory results.
If you have any questions or comments regarding this matter feel free to contact our office at your
convenience.
Thank you,
Sincerely,
Richard Szecsy, PhD, PE
Chief Operating Officer
Charley’s Concrete
P.O. Box 1106 ● Keller ● Texas ● 76244 ● 817-623-6300 ● www.charleysconcrete.com
Subject: Aggregate reactivity potential
Project:
Dear
Based on past service history, and to our knowledge, there has been no report or indication of
aggregate reactivity related to any concrete supplied by Charley’s Concrete.
If you have any questions or comments regarding this matter feel free to contact our office at
your convenience.
Thank you,
Sincerely,
Richard Szecsy, PhD, PE
Chief Operating Officer
Charley’s Concrete
P.O. Box 1106 ● Keller ● Texas ● 76244 ● 817-623-6300 ● www.charleysconcrete.com
Subject: Water soluble chloride ion content in concrete mixture designs
Project:
Dear
The water-soluble chloride ion content was measured using concrete with similar materials to the
proposed mixture designs:
Percent chloride content: <0.06
Charley’s Concrete, purchases fine and coarse aggregates from various suppliers in the North Texas
market. The water-soluble chloride ion content has never been an issue and has met the requirements of
ACI. We are unaware of any chloride ion content exceeding the ACI requirements resulting from the
combination of local materials, specifically the combination of fine and coarse aggregates with cement,
fly ash, admixtures, and water, used to batch our concrete mix designs.
Additionally, the proposed aggregates, cement, fly ash, and admixtures are from sources approved by the
Texas Department of Transportation (TXDOT), and can be found in their Concrete Rated Source Quality
Catalog (CRSQC). These materials have been utilized under similar conditions in the North Texas area for
many years with satisfactory results.
If you have any questions or comments regarding this matter feel free to contact our office at your
convenience.
Thank you,
Sincerely,
Richard Szecsy, PhD, PE
Chief Operating Officer
Charley’s Concrete
Limited Warranty for Ready-Mix Concrete
Page 1 of 3
Original Concrete Purchaser :
Project and/or Property :
Concrete mixture design # :
THIS LIMITED WARRANTY SUPERCEDES ALL PRIOR WARRANTY COVERAGE
Charley’s Concrete Company, LTD (“Company”) hereby extends to the Purchaser of its supplied ready-mix concrete a limited warranty for the ready-mix concrete mixture design against specific performance deficiencies subject to the terms and conditions set
forth below. COMPANY shall warrant that, for a period of one (1) year, beginning on the date of concrete placement at the original
delivery location (“Warranty Period”), COMPANY will remedy, repair, or replace non-conforming concrete as provided in this Limited Warranty. The liability of COMPANY under this Limited Warranty shall be limited to the remedy, repair, or replacement of said non-conforming concrete as provided in this Limited Warranty and COMPANY’s total liability shall not exceed the direct expense
associated with remedy, repair, or replacement of said non-conforming concrete.
PLEASE READ CAREFULLY THE SCOPE AND TERMS OF YOUR LIMITED WARRANTY
WARRANTY
During the term of this Limited Warranty, and subject to the terms and conditions listed herein, COMPANY warrants the supplied ready-mix concrete mixture designs which COMPANY guarantees will achieve the specified compressive strength,
or other performance properties of the concrete stated in the Contract Documents, as were made available at the time of
quotation, when tested and evaluated in accordance with ASTM C172-99, ASTM C31/C31M-03a (including proper initial curing as per Section 10.1.2), ASTM C39/C39M-01, ASTM C94/C94M-07, or other standard test methods indicated in the Contract Documents that were necessary to verify the additional performance properties of the concrete, and when the
recommended procedures for placement and curing of the in-place concrete, or those specifically outlined in ACI 305R-99
and ACI 306R-88 are followed, if and when necessary.
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 claims or liabilities related to the following items, which are expressly excluded from the coverage provided by this Limited Warranty:
1.Drying shrinkage cracking, plastic shrinkage cracking, or other cracking or cracking processes. COMPANY
guarantees that concrete will 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 COMPANY.
2.Concrete surface defects, imperfections, aesthetic blemishes or discolorations in or on the surface of the concrete.
3.Deterioration to the concrete as a result of improper, incorrect, or poor finishing practices.
4.Defects caused by normal wear and tear.
5.Materials contained within the concrete that are within allowable limits according to ASTM C33-03, ASTMC94/C94M-07, ASTM C150-07, ASTM C260-01, ASTM C494/C494M-01, ASTM C618-03, ASTM C1157-03, andASTM C1602/C1602M-06.
6.Punitive damages.
7.Incidental or consequential damages resulting from a defect covered by this Limited Warranty, including but notlimited to, loss of usage, inconvenience or damage to persons or property.
Limited Warranty for Ready-Mix Concrete
Page 2 of 3
8.Damage or deterioration that occurs to the concrete as a result of improper or incorrect structural design, soilinstability or movement.
9.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, waterescape, changes in underground water table, water seepage, land settlement, sinkholes, or site conditions.
10.Items introduced into the concrete or used on the surface of the concrete that are covered by a manufacturer’s
warranty.
11.Any deficiencies or non-conformities in the ready-mix concrete mixture design not formally reported toCOMPANY within the one (1) year Warranty Period.
12.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. COMPANY will not be responsible for damage caused by the use of salt,
chlorides, other chemicals agents, or antiskid substances on concrete surfaces.
13.Delamination on the concrete surface due to water added during finishing, hard trowel application to air-entrainedconcrete, or delayed bleed water production due to either weather conditions such as changes in temperature or
relative humidity that are normal to these types of construction practices and methods.
COMPANY 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 WARRANTY OR ASSUME ANY OTHER LIABILITY EXCEPT BY WRITTEN STATEMENT SIGNED BY
AN OFFICER OF COMPANY. ORIGINAL PURCHASER OF THE SUPPLIED READY-MIX CONCRETE DOES
HEREBY EXPRESSLY WAIVE ANY OTHER WARRANTY.
The placing and finishing of the supplied ready-mix concrete are not within the control of COMPANY 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 COMPANY supplied ready-mix concrete after the
concrete has been brought to its required slump subsequent to transit or above the design water requirement as listed in the mixture design, 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 COMPANY supplied ready-mix 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.
COMPANY’s PERFORMANCE
In the event there are any deficiencies in the mixture design of the supplied ready-mix concrete within the one (1) year Warranty Period, the original Purchaser shall promptly give COMPANY written notice of the deficiencies, and COMPANY 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 COMPANY written notice of non-conforming concrete, and/or the failure by the original Purchaser to give COMPANY 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 COMPANY or at its direction. Under no circumstances will COMPANY make
reimbursement for remedy, repair, or replacement cost incurred by the Purchaser or any other person unless costs were
approved by COMPANY in writing prior to incurrence.
The original Purchaser must provide COMPANY 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 COMPANY of its
obligations.
Acceptance of the concrete upon arrival at the point of delivery constitutes acceptance of this Limited Warranty.
Limited Warranty for Ready-Mix Concrete
Page 3 of 3
SUBMISSION OF CLAIMS TO COMPANY
If the original Purchaser has a compliant, the original Purchaser must send a clear and specific written complaint to COMPANY prior to the time the Warranty Period expires, to the following address:
ATTN: Rich Szecsy Charley’s Concrete P.O. Box 1106 Keller, Texas 76244
GENERAL PROVISIONS
This Limited Warranty is not effective until COMPANY receives the entire sales price of the concrete supplied to the original Purchaser. However, failure by the original Purchaser to pay, or other delay in COMPANY receiving, the entire sales price shall 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 provision had never been contained in this Limited Warranty.
It is understood that COMPANY 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.
AMENDMENTS
This Limited Warranty agreement cannot be changed or altered in any way.
By: ____________________________________________ _____________ ______________
Rich Szecsy Date Charley’s Concrete P.O. Box 1106
Keller, Texas 76244
Plant:I
Report Date:07/09/18
Buda, Texas, 78610 Production Period:Star 06/01/18
Contact:Victor Gonzalez Ends 06/30/18
Phone:(512) 295-9241 Tracking No.TLCBU 0000025
6.0 max.1.2 Air content of mortar (volume %)ASTM C-185 12 max
3.5 max. E 3.3 Blaine fineness (m2/kg)ASTM C-204 260 min.
3.5 max.2.9 Mesh 325 (45 microns) % through ASTM C-430 A - B
Insoluble Residue (%) 1.5 max.0.58 Autoclave expansion (%)ASTM C-151 0.80 max.
CO2 (%)A 1.45
Limestone (%)5.0 max.3.6 Initial - Not less than or More than ASTM C - 191 45 - 375
CaCO3 in Limestone (%)70 min 80.7 Final ASTM C - 191 A
Total Alkali as Na2O (OPTIONAL)A 0.74
Minimum 0.71 1 day, Minimum MPa (psi)ASTM C-109 A - B 17.5 (2540)
Maximum 0.78 3 day, Minimum MPa (psi)ASTM C-109 12 (1740)28.6 (4140)
7 day, Minimum MPa (psi)ASTM C -109 19 (2760)34.3 (5030)
28 day, Minimum MPa (psi) (OPTIONAL)ASTM C-109 A - B - D 44.6 (6470)
False Set (OPTIONAL)ASTM - C451 50 min.
Mortar Expansion Bars ASTM C-1038 0.020% Max E
Type Slag Limestone
% Addition 5% Max 0.0 3.6 ASTM C - 150 Annex A1
SiO2(%)A 39.88 10.47 C3S A 59 C3S 61
Al2O3(%)A 9.37 2.86 C2S A 14 C2S 14
Fe2O3(%)A 5.05 0.95 C3A A 11 C3A 11
CaO (%)A 28.75 46.90 C4AF A 7 C4AF 7
SO3(%)A 1.81 1.86 C3S + 4.75 x C3A A 109 ----- -----
A Not Applicable
B Limit not specified by purchaser. Test result provided for information only.
C Adjusted (ASTM Annex A, point A 1.6)
D Test Result of prior Month
E ASTM C-150 Table 1 Note D permits to exceed SO3 content provided it has been demonstrated to meet what is established under the Test Method ASTM C-1038 at 14 days
QC Manager:V Gonzalez-Torres
SO3(%)
Loss on Ignition (%)
TEXAS LEHIGH CEMENT Co. LP
P.O. Box 610 Buda, Texas 78610
Sales (512) 295-6111 Customer Service (800) 252 - 5408
Buda Cement Type:
AASHTO ACREDITED
64
-0.005
701 Cement Plant Road
MILL TEST REPORT
Chemical analysis % - ASTM C-114 Physical Test ASTM C-150
Item Spec.
Limit
Test
Results Item Spec.
Limit
Test
Result
MgO (%)
Time of setting - Vicat test (minutes)
Compressive strength
96
210
9
392
93.5
Potential Compounds (%) C
Finished cement Base cement
We certify that the above described cement, at the time of shipment, meets the chemical and physical requirements of the current applicable specifications ASTM C150 and AASHTO M85. Cement analysis are reported
as oxides, in accordance with ASTM Test Method C114. Silicon dioxide (SiO2) is present in the combined state as the compounds Tricalcium silicate and dicalcium silicate, and not crystalline silica. The above data
represents the average of mill samples from the production stream. Inorganic processing additions have been interground in accordance with ASTM C-465. The average composition of this processing addition can be
found listed above. Compliance documents for this processing addition are available upon request. We are not responsible for improper use or workmanship.
A
Inorganic processing additions & Limestone
Fly Ash Direct
4228 Airport Rd.
Cincinnati, OH 45226
(513) 646-7577
Attn:Scott Keith
Re:30414 - Welsh Cason Fly Ash Composite - Silo 3 - 1/5-18/2018
AASHTO-M295 ASTM C-618
Class "C"Class "C"
Requirements Requirements Actual
Fineness (+325 Mesh)34% Max 34% Max 16.70%
Fineness Variation 5.0% Max 5.0% Max 0.20%
Moisture Content 3.0% Max 3% Max 0.05%
Density g/cm3 C188 ********2.65
Density Variation 5.0% Max 5.0% Max 1.01%
Loss on Ignition 5.0% Max 6% Max 0.19%
Soundness 0.8% Max 0.8% Max 0.06%
S.A.I., 7 Days 75% Min 75% Min 100.70%
S.A.I., 28 Days 75% Min 75% Min 103.50%
Water Req. % Control 105% Max 105% Max 93.40%
Silica SiO2 ********35.07%
Aluminum Oxide Al2O3 w/minor oxides ********19.60%
Ferric Oxide Fe2O3 ********6.05%
Total 50% Min 50% Min 60.72%
Sulfur Trioxide SO3 5% Max 5.0% Max 1.81%
Calcium Oxide CaO ********26.98%
Magnesium Oxide MgO ********6.88%
Available Alkalies Na2O 1.50% Max ****1.50%
We certify the above was tested in accordance with ASTM C-618 & AASHTO M295.
John K. Cupp, Manager
Analytical Testing Service Laboratories, Inc.
P.O. Box 1118, Joplin, Missouri 64802
(417) 782 6573
March 02, 2018
Analytical Testing Service Laboratories, Inc.
Product
Specification TxDOT GR 4 /
ASTM #57
511
TxDOT GR4 /
ASTM #57
Con Agg
Plant 2
Frisco Yard
1 1/2" (37.5mm)100
1" (25mm)97
3/4" (19mm)77
1/2" (12.5mm)40
3/8" (9.5mm)22
#4 (4.75mm)4
#8 (2.36mm)1
Pan 0.00
FM 6.9
Wash Loss (#200/75um)1.0
Product Quality Summary Report
Vulcan Materials Company
Period 11/13/2016 - 11/13/2017
1Page:ofVulcan Materials Company 2StonemontQC11/13/2017
Product Quality Summary Report
Vulcan Materials Company
Period 11/13/2016 - 11/13/2017
Query Query Selections
Date Created 11/13/2017
Date Range 11/13/2016 - 11/13/2017
Plant Frisco Yard
2Page:ofVulcan Materials Company 2StonemontQC11/13/2017
REMARKS
INVOICE & CC:
STILLWATER, OK 74075
(405) 707-8081 FAX(918) 660-7167 FAX (580) 353-0401 FAX
(405) 707-8080(918) 660-7141 (580) 353-0400
TULSA, OK 74135 LAWTON, OK 73501
(405) 329-1914 FAX (405) 912-7558 FAX (580) 223-6972 FAX (918) 429-0200 FAX
ARDMORE OFFICE McALESTER OFFICE
1960 COOPER DRIVE 1905 N. 13TH ST. SUITE A
NORMAN, OK 73072 MOORE, OK 73160 ARDMORE, OK 73401 McALESTER, OK 74501
(405) 307-8378 (405) 912-8378 (580) 223-6518 (918) 423-4877
600137
2/20/2018
JEREMY BERGSTROM
FINE AGGREGATE
1615 COUNTRY CLUB, STE. C
646.8
REQUIRED
-100.0
96
DRY WT. (g)
LAWTON OFFICE STILLWATER OFFICETULSA OFFICE
SIEVE
SIZE
201 INDUSTRIAL BLVD.
PROJECT LOCATION:
CONTRACTOR: N TEX SAND AND GRAVEL MATERIAL DESCRIPTION:
WET WT. (g)
WT. AFTER WASH (g)
0
643.3
NORMAN OFFICE
6007869
SAVOY, TX
AASHTO T 27 SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES
PROJECT NAME:
EST PROJECT NUMBER.:
6106 E 32ND STE. 101 704 S.W. 11TH
PROJECT NUMBER:
3201 S. BERRY ROAD
MOORE OFFICE
www.estinc.net
SOURCE: HORN PLANT
ICON
LAB NUMBER:
DATE TESTED:
TESTED BY:
EST, Inc.
N TEX SAND AND GRAVEL
N/A
% MOISTURE
RETAINED (g)
PERCENT
RETAINED
PERCENT
PASSING
25.2
48.9
87.2
98.5
162.9
316.4
563.8
636.9
0.0
3.9
12.3
0.0
25.1
79.5
SIEVE ANALYSIS
WEIGHT
88
75
51
13
20-10
2.76
SPEC'S
100
6-35
95-100
80-100
50-85
25-65
0-3
3/8" / 9.5mm
# 4 / 4.75mm
#8 / 2.36mm
#16 / 1.18mm
#30 / 0.600mm
#50 / 0.300mm
100
#100 / 0.150mm
# 200 / 0.075mm
PAN
0.799.3
0.1
642.1
0.8
FINENESS MODULUS
CC:
N TEX SAND AND GRAVEL
FILE
0
10
20
30
40
50
60
70
80
90
100
0.010.1110 PERCENT FINER BY WEIGHTGRAIN SIZE IN MILLIMETERS
FLASK CALIBRATION WT.
OVEN DRY WEIGHT
SSD WEIGHT
WEIGHT IN WATER
=
=
=
=
CC & INVOICE:
CC:
REMARKS:
2.597
N TEX SAND AND GRAVEL
FILE
BULK GRAVITY =
0.644
2.641
2.614
497.1
500.3
PROJECT LOCATION:
CONTRACTOR:
1446.9
SSD BULK =
APPARENT GRAVITY =
ABSORPTION % =
SSD WEIGHT
1755.8
(FLASK CALIBRATION WT. + SSD WT. - WEIGHT IN WATER)
OVEN DRY WEIGHT
(FLASK CALIBRATION WT. + SSD WT. - WEIGHT IN WATER)
(SSD WEIGHT - OVEN DRY WEIGHT)
OVEN DRY WEIGHT
OVEN DRY WEIGHT
SIGNATURE
N TEX SAND AND GRAVEL
N TEX SAND AND GRAVEL
N/A
6007869
SAVOY, TX SAMPLE LOCATION: HORN PIT
(FLASK CALIBRATION WT. + OVEN DRY WT. - WEIGHT IN WATER)
ICON
LAB NUMBER:
DATE TESTED:
TESTED BY:
600161
2/15/2018
JEREMY BERGSTROM
www.estinc.net
EST, Inc.
ASTM C128 STANDARD TEST METHOD FOR SPECIFIC GRAVITY AND ABSORPTION OF FINE AGGREGATE
PROJECT NAME:
EST PROJECT NUMBER.:
MATERIAL DESCRIPTION: NATURAL SAND
PROJECT NUMBER:
704 S.W. 11TH 1615 COUNTRY CLUB, STE. C
NORMAN OFFICE MOORE OFFICE ARDMORE OFFICE McALESTER OFFICE TULSA OFFICE LAWTON OFFICE
ARDMORE, OK 73401 McALESTER, OK 74501 TULSA, OK 74135 LAWTON, OK 73501
STILLWATER OFFICE
3201 S. BERRY ROAD 201 INDUSTRIAL BLVD. 1960 COOPER DRIVE 1905 N. 13TH ST. SUITE A 6106 E 32ND STE. 101
STILLWATER, OK 74075
(405) 307-8378 (405) 912-8378 (580) 223-6518 (918) 423-4877 (918) 660-7141 (580) 353-0400 (405) 707-8080
NORMAN, OK 73072 MOORE, OK 73160
(405) 707-8081 FAX(405) 329-1914 FAX (405) 912-7558 FAX (580) 223-6972 FAX (918) 429-0200 FAX (918) 660-7167 FAX (580) 353-0401 FAX
ConstructionSikament® 686
High Range and Mid Range Water Reducing Admixture
Description Sikament 686 is a high range water reducing admixture utilizing Sika’s Visco-Crete Technology. It’s unique formulation is based on polycarboxylate
technology.
Sikament 686 meets the requirements for ASTM C-494 Types A and F.
Applications Sikament 686 is recommended for use in the production of all high strength
concrete products, whenever high plasticity and increased early and ultimate strengths are desired.
The superplasticizing action of Sikament 686 provides excellent workability at low water cement ratios.
Advantages High Range Water Reducing Applications: When used as a high range wa-
ter reducing admixture, water reduction up to 30% can be obtained. The su-perplasticizing action allows for the production of high slump flowing concrete
with excellent workability that can be placed with minimum vibration even at a low water/cement ratio. The dispersing action of Sikament 686 maximizes
cement hydration efficiency and improves concrete’s early and long term com-pressive strengths.
Mid Range Water Reducing Applications: At a lower dosage, Sikament 686 can be used as a cost effective mid range water reducing admixture or simply
as a water reducing admixture for production of conventional slump concrete. When used as a mid range water reducing admixture, water reduction up to
15% can be obtained. This application is ideal for use with lean, harsh con-crete mixes or concrete containing flyash. Sikament 686 will improve
workability and finishability.
The combined water reducing and superplasticizing action provide the follow-ing benefits:
n Higher early and ultimate strengths for cost effective high strength con-crete and earlier structural use of concrete.
n Higher early strengths allow faster demolding and more efficient use of
forms to precast producers.
n Increased slump improves workability and reduces labor costs.
n Full flow action aids in pumping and reduces need for vibration.
n Greater concrete density reduces permeability and increases durability.
Sikament 686 does not contain calcium chloride or any other intentionally added chlorides and will not initiate or contribute to corrosion on steel rein-
forcement present 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 3-12 fl. oz. /100 lbs. (195-780 ml/100 kg) cementitious materials. If maximum
water reduction is required, dosage up to 18 fl.oz./100 lbs. (1170 ml/100 kg) of cementitious materials may be used. In this case, delayed setting times may
occur. 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 For best plasticizing results, Sikament 686 should be added directly
to freshly mixed concrete in the concrete mixer at the end of the batching cycle.
Product Data Sheet
Edition 12.2005
Identification no. 180-540
Sikament 686
ConstructionKEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation (“Sika”) concerning Sika products, including but not limited to, any recommendations and advice relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at www.sikacorp.com or by calling 800-933-7452.
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most cur-rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or 800-933-7452. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.
SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyer’s sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTIBILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS.
Sika Canada Inc.
601, Delmar AvenuePointe-Claire, QC H9R 4A9Phone: (514) 697-2610Fax: (514) 697-3087
www.sika.ca
Sika Corporation
201 Polito AvenueLyndhurst, NJ 07071Phone: (201) 933-8800Fax: (201) 933-6225
www.sikaconstruction.com
1-800-933-SIKA
Regional Information and Sales Centers. For the location of your nearest Sika representative, contact your regional center.
U.S. : North East Region: Fairless Hills, PA, Phone: (215) 295 -6600 North Central Region: Marion, OH, Phone: (800) 851-1545 South East Region: Conyers, GA, Phone: (770) 760-1300 South Central Region: Mesquite, TX, Phone: (972) 289-6480 Western Region: Santa Fe Springs, CA, Phone: (562) 903-3650
Canada: Ontario: Mississauga, ON, Phone: (905) 795-3177, Alberta: Edmonton, AB, Phone: (780) 486-6111
Quality Certification Numbers: Lyndhurst: FM 69711 (ISO 9000), FM 70421 (QS 9000), Marion: FM 69715, Kansas City: FM 69107, Santa Fe Springs: FM 69408
Sikament 686 may also be dispensed as an integral material during the regu-
lar admixture batching cycle, or into freshly mixed concrete in a Ready-Mix truck at the concrete plant or job site.
To optimize the superplasticizing effect, Sika recommends that the combined
materials be mixed for 80-100 revolutions, either in the concrete mixer or in the Ready-Mix truck.
Combination with other Admixtures: Sikament 686 is highly effective as a single admixture or in combination with other admixtures in the Sika System.
If used in combination with certain Sikament high range water reducers, it may affect the plastic properties of fresh concrete. Please contact your local
regional office or technical service department at 1-800-933-7452 for further information.
Combination with Microsilica: Sikament 686 is particularly well suited for use with Microsilica because of its water reduction capability.
Packaging Sikament 686 is available in 55 gallon drum (208 liter), 275 gallon totes (1040 liters) and bulk delivery.
Storage and Shelf Life Sikament 686 should be stored at above 40°F (5°C). If frozen, thaw and agi-
tate thoroughly to return to normal state. Protect from direct sunlight.
Shelf life when stored in dry warehouse conditions between 40°F and 80°F
(5°C - 27°C) is one year.
Typical Data
Appearance Brown liquid.
Specific Gravity Approx. 1.1
CAUTion: iRRiTAnT Contains Aqueous Polymer Solution (CAS:Mixture), Triethanolamine (CAS:
102-71-6). May cause eye/skin/respiratory irritation. 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 to fresh air. ingestion: Do not induce vomiting. Dilute with water. Contact physician. in all cases contact a physi-
cian 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.
Sika and Sikament are registered trademarks. Made in USA. Printed in USA.
ConstructionPlastiment® 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 ml/100 kg) of cementitious materials. Exact dosages for a particular application should be determined by conducting trial mixes. Dosages outside the recommended range can be used to meet specific project require-ments after conducting trial mixes.
For more information please contact your local regional office or technical service department at 1-800-933-7452.
Mixing Add Plastiment ES at the concrete plant. Measure required quantity manually or by automated dispenser. Add into the water line at the batch plant or directly into the concrete at the end of the mixing cycle. Do not mix with dry cement.
Combination with other admixtures: Plastiment ES is compatible with other Sika admixtures. When used in combination with other admixtures, each admixture should be added to the concrete separately.
Product Data Sheet
Edition 6.1.2009
Identification no.
Plastiment ES
ConstructionKEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation (“Sika”) concerning Sika products, including but not limited to, any recommendations and advice relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are sub-ject to its current terms and conditions of sale which are available at www.sikausa.com or by calling 800-933-7452.
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most current Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikausa.com or 800-933-7452. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.
SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyer’s sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTIBILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS.
Sika Canada Inc.
601, Delmar AvenuePointe-Claire, QC H9R 4A9Phone: (514) 697-2610Fax: (514) 697-3087
www.sika.ca
Sika Corporation
201 Polito AvenueLyndhurst, NJ 07071Phone: (201) 933-8800Fax: (201) 933-6225
www.sikausa.com
1-800-933-SIKA
Regional Information and Sales Centers. For the location of your nearest Sika representative, contact your regional center.
U.S. : North East Region: Fairless Hills, PA, Phone: (215) 295 -6600 North Central Region: Marion, OH, Phone: (800) 851-1545 South East Region: Conyers, GA, Phone: (770) 760-1300 South Central Region: Mesquite, TX, Phone: (972) 289-6480 Western Region: Santa Fe Springs, CA, Phone: (562) 903-3650
Canada: Ontario: Mississauga, ON, Phone: (905) 795-3177, Alberta: Edmonton, AB, Phone: (780) 486-6111
Quality Certification Numbers: Lyndhurst: FM 69711 (ISO 9000), FM 70421 (QS 9000), Marion: FM 69715, Kansas City: FM 69107, Santa Fe Springs: FM 69408
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.
Sika and Plastiment are registered trademarks. Made in USA. Printed in USA.
ConstructionSika® Air
Air Entraining Admixture
Description Sika Air admixture is an aqueous solution of organic materials.
Sika Air meets the requirements of ASTM C-260 for air entraining admixtures.
Applications Sika Air is recommended for use whenever air entrained concrete is desired.
Ready-mix, precast and block producers can achieve predictable and uniform
entrained air contents in concrete, even where harsh lean mixes are used or
fly-ash is added to the concrete.
Advantages Durability:
Air entrainment is recognized as the most effective prevention against con-
crete scaling in exposed environments. Air entrained concrete delivers par-
ticular benefits in the form of increased concrete durability. This is important
in colder climates where frost and freeze-thaw cycles can cause scaling and
damage to the concrete surface.
Air entraining agents help to prevent scaling by creating microscopic air
voids that water trapped in the concrete can expand into when the concrete
freezes, thus preventing cracks caused by the natural expansion. Entrained
air voids in the concrete will also increase durability in harsh environments
where concrete is exposed to deicing salts, marine salts and sulfates.
Workability and Placeability:
Workability and placeability are also improved by the lubricating action of the
microscopic bubbles in the concrete. Concrete will flow better, and bleeding
and shrinkage will be reduced because less water is needed to obtain the
desired workability.
How to Use
Dosage Dosage rates for Sika Air will typically fall between 0.5 and 3 fl. oz. per 100
lbs. (32 - 195 ml/100 kg) of cementitious to entrain between 4 and 6 percent
air. Higher air contents may be obtained by increasing the dosage rate.
Dosage rates will vary depending on the air content required for a particular
project. Typically air contents will be specified in the range of 4 to 8 percent by
volume.
Other factors that may affect the amount of air entrained into the concrete
including total cementitious content, type of pozzolanic materials, sand grada-
tion, salt/clay in aggregates, temperature and water content. The use of fly
ash, particularly high LOI fly ash, can result in a higher dosage of air entrain-
ment. Sika recommends that trial mixes be performed whenever material or
any other changes are made that may affect the amount of entrained air.
In mixes requiring a lower or higher amount dosage rate, please contact your
local regional Sika office or Sika technical service department at 1-800-933-
7452 for further information.
Product Data Sheet
Edition 09.25.2009
Identification no. 147-540
Sika Air
ConstructionKEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation (“Sika”) concerning Sika products, including but not limited to, any recommendations and advice relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at www.sikacorp.com or by calling 800-933-7452.
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most cur-rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or 800-933-7452. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.
SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and assumes all risks. Buyer’s sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTIBILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS.
Sika Canada Inc.
601, Delmar AvenuePointe-Claire, QC H9R 4A9Phone: (514) 697-2610Fax: (514) 697-3087
www.sika.ca
Sika Corporation
201 Polito AvenueLyndhurst, NJ 07071Phone: (201) 933-8800Fax: (201) 933-6225
www.sikaconstruction.com
1-800-933-SIKA
Regional Information and Sales Centers. For the location of your nearest Sika representative, contact your regional center.
U.S. : North East Region: Fairless Hills, PA, Phone: (215) 295 -6600 North Central Region: Marion, OH, Phone: (800) 851-1545 South East Region: Conyers, GA, Phone: (770) 760-1300 South Central Region: Mesquite, TX, Phone: (972) 289-6480 Western Region: Santa Fe Springs, CA, Phone: (562) 903-3650
Canada: Ontario: Mississauga, ON, Phone: (905) 795-3177, Alberta: Edmonton, AB, Phone: (780) 486-6111
Quality Certification Numbers: Lyndhurst: FM 69711 (ISO 9000), FM 70421 (QS 9000), Marion: FM 69715, Kansas City: FM 69107, Santa Fe Springs: FM 69408
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.
Sika is a registered trademark. Made in USA. Printed in USA.