Duke Freeport- CS160405 (4)04/05/2016Date:
Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
Client:
MATT SHEPHERD
PAVECON COMMERCIAL CONCRETE
Project:
Attention:
TOHATSU WAREHOUSE - COPPELL
COPPELL, TEXASLocation:
AirSlumpf 'cMix NumberUsage w/c+p
5409.PAVING WITH CURB 3600 3.00 - 5.00" 0.45 3.0 - 6.0%
5177.SIDEWALKS & MISC. SITE
ITEMS
3000 3.00 - 5.00" 0.51 3.0 - 6.0%
5150.FOOTINGS, RAMP WALLS &
INTERIOR CURBS
3000 3.00 - 5.00" 0.53 0.0 - 3.0%
1600.SLAB ON GRADE & TILT
WALL PANELS
4000 3.00 - 5.00" 0.50 0.0 - 3.0%
LMC has no knowledge or authority regarding where this mixture is to be placed, therefore it is the direct responsibility of the
Purchaser, the design architect or design engineer, and or contractor to insure that the above designed mixture parameters for
compressive strength, mixture proportions or ratios, and other required performance parameters are appropriate for the
anticipated environmental, durability, or usage conditions in ACI 318 Chapter 4 and/or the relevant local building codes.
LMC warrants the supplied ready-mix concrete mixture designs which LMC guarantees will achieve the specified compressive
strength, or other performance properties of the concrete stated in the Contract Documents, as were made available at the time
of quotation, when tested and evaluated in accordance with ASTM C172-99, ASTM C31/C31M-03a (including proper initial curing
as per Section 10.1.2), ASTM C39/C39M-01, ASTM C94/C94M-07, or other standard test methods indicated in the Contract
Documents that were necessary to verify the additional performance properties of the concrete, and when the recommended
procedures for placement and curing of the in-place concrete, or those specifically outlined in ACI 305R-99 and ACI 306R-88 are
followed, if and when necessary.
In accordance with ASTM C94/C94M-07 Section 4.6, Lattimore Materials Corp shall receive all copies of testing reports, and they
should be forwarded to our Quality Control Department (mixdesign@aggregate-us.com) as soon as available. Failure to forward
reports in a timely fashion can delay response time in dealing with concrete concerns as well as future project submittals.
This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or
other information regarding materials manufactured by Lattimore Materials Corp) is proprietary and confidential and not to be
shared or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official
of Lattimore Materials Corp. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest
extent of the law.
Material certifications for concrete constituents are representative of current material sources. If, in the event of limited material
availability, substitution of a similar performing material may be required. Such materials will meet the appropriate ASTM
requirements as stated in this package. In order to maintain the required mix volume (yield), LMC reserves the right to adjust
absolute weight of aggregates to accommodate specific gravity changes.
LMC mix designs requiring air-entrainment are produced in accordance wiht ASTM C 94 Section 8.2, which allows for a tolerance
of 1.5% above and below the target, and is stated as follows: ASTM C94/C94M - 13a 8.2 The air content of air-entrained
concrete when sampled from the transportation unit at the point of discharge shall be within a tolerance of +/- 1.5 of the specified
value.
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REJECTED
CONTRACTORS SHALL CONFIRM CONFORMANCE WITH
CITY STANDARDS AND SPECIFICATIONS
PACHECO KOCH, LLC
BY:DATE:
CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS
DURING THE REVIEW DO NOT RELIEVE CONTRACTOR FROM
COMPLIANCE WITH REQUIREMENTS OF THE DRAWINGS,
SPECIFICATIONS AND CITY REQUIREMENTS. THIS IS ONLY FOR
REVIEW OF THE GENERAL CONFORMANCE WITH THE DESIGN
CONCEPT OF THE PROJECT WITH THE INFORMATION GIVEN IN THE
CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR:
CONFIRMING AND CORRELATING ALL QUANTITIES AND
DIMENSIONS; SELECTING FABRICATION PROCESSES AND
TECHNIQUES OF CONSTRUCTION; COORDINATING HIS OR HER
WORK WITH THAT OF ALL OTHER TRADES; AND PERFORMING ALL
WORK IN A SAFE AND SATISFACTORY MANNER.
NO EXCEPTIONS
EXCEPT AS NOTED
NO EXCEPTIONS
TAKEN
REVISE AND
RESUBMIT
Please send all break reports to:
mixdesign@aggregate-us.com
Brandi Howell
Technical Services Coordinator
Lattimore Materials Corp.
15900 Dooley Road
Addison, Texas 75001
Office: 972-221-5454
1992 - 2016 Digital Site Systems, Inc.
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Client:
Project:
PAVECON COMMERCIAL CONCRETE
Concrete Mix Design
Date:04/05/2016
Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
TOHATSU WAREHOUSE - COPPELL
COPPELL, TEXAS
Mix Number:5409.
Strength @ 28 Days: 3600 psi
1.0 Cubic Yard by Weight - SSD
PAVING WITH CURBUsage:
SSD WeightsMaterials:
451Cement lbsASTM C-150 Type I/II
113Fly Ash lbsASTM C-618 Class C or F
1666Coarse Aggregate lbsASTM C-33 1"-#4 Crushed Stone
1394Fine Aggregate lbsASTM C-33 Concrete Sand
252Water lbsASTM C-94 Water
Admixture ASTM C-260 Air-Entraining Admix As Required
Admixture ASTM C-494 Type A/D WR 2.0 to 6.0 oz/cwt CM
Admixture ASTM C-494 Type B/D RET As Required
Total Weight:
Unit Weight: 143.02 pcf
lbs
w/cm Ratio:
Slump:
0.45
3.00 - 5.00 inches
Fly Ash Replacement:
3.0 - 6.0 %Air Content:
20.0 %
3878
Comments:
The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp. reserves the right to
increase cementitious content if needed.
Chemical admixtures are added in accordance with the manufacturer's recommendations. Lattimore Materials Corp.
reserves the right to adjust dosages or change admixtures when required.
1992 - 2016 Digital Site Systems, Inc.
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Date:4/5/2016
# of Occ.Histogram for 28 Day Strength %/PSI
Mix Name:5409.
PSI PSI
USUnits :
Strength and Strength Fit vs Maturity
Statistical Compressive Strength History
PSIMaturity Days
95% of tests lie above cross-hatched area
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12"
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318
Tests Slump Air Day Day Day Dev Req'd
------------------------------------------------------------------------------
30 4.78 3.89 3950 5600 720 4770
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Batch Date Slump Spread Air Strengths Acc Age
Number 3 Day 7 Day 28 Day Run Avg 3
------------------------------------------------------------------------------
62519988 10/9/2015 5.00 4.60 3380 5220
63297633 10/13/2015 5.00 4.00 4830 5870
63297661 10/13/2015 5.00 3.40 3740 5400 5500
63297626 10/13/2015 4.50 3.80 3800 5720 5670
71017832 10/15/2015 5.00 3.00 3440 4940 5360
62988803 11/4/2015 3.00 3.10 3930 5510 5390
63192331 11/21/2015 4.50 4.00 3960 5360 5270
63192354 11/21/2015 6.00 5.40 3270 4830 5230
63192377 11/21/2015 5.50 4.80 4070 5580 5260
63192395 11/21/2015 5.75 4.00 3500 4940 5120
63192423 11/21/2015 6.00 4.60 3560 5090 5200
62525736 1/8/2016 5.00 4.10 3380 4940 4990
62525716 1/8/2016 5.00 4.90 3210 5900 5310
63195657 1/9/2016 5.25 3.80 4030 5880 5570
63195669 1/9/2016 5.00 3.10 3790 5570 5780
63195685 1/9/2016 5.50 3.40 4180 5880 5780
62526232 1/14/2016 6.00 1.60 3600 5690 5710
62526188 1/14/2016 4.50 5.50 3860 5270 5610
63570563 1/20/2016 5.00 5.60 4200 5230 5400
62833432 1/26/2016 4.00 3.50 4160 6520 5670
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DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
------------------------------------------------------------------------------
Number 3 Day 7 Day 28 Day Run Avg 3
Batch Date Slump Spread Air Strengths Acc Age
63197161 1/26/2016 0.50 2.20 4120 6570 6110
63570669 1/26/2016 5.00 6.00 3830 5490 6200
63303902 2/3/2016 3.00 4.50 4190 5430 5830
71021516 2/8/2016 4.75 2.50 5130 7340 6090
71021521 2/8/2016 3.50 2.60 5150 7890 6880
63198399 2/8/2016 6.00 4.30 3350 4550 6590
63198340 2/8/2016 5.50 3.70 3520 4820 5750
63198474 2/9/2016 5.00 3.40 4260 5480 4950
63711046 2/9/2016 5.00 3.80 4390 5430 5240
63711076 2/10/2016 4.50 3.50 4560 5700 5530
1992 - 2016 Digital Site Systems, Inc.
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Client:
Project:
PAVECON COMMERCIAL CONCRETE
Concrete Mix Design
Date:04/05/2016
Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
TOHATSU WAREHOUSE - COPPELL
COPPELL, TEXAS
Mix Number:5177.
Strength @ 28 Days: 3000 psi
1.0 Cubic Yard by Weight - SSD
SIDEWALKS & MISC. SITE ITEMSUsage:
SSD WeightsMaterials:
376Cement lbsASTM C-150 Type I/II
94Fly Ash lbsASTM C-618 Class C or F
1666Coarse Aggregate lbsASTM C-33 1"-#4 Crushed Stone
1502Fine Aggregate lbsASTM C-33 Concrete Sand
242Water lbsASTM C-94 Water
Admixture ASTM C-260 Air-Entraining Admix As Required
Admixture ASTM C-494 Type A/D WR 2.0 to 6.0 oz/cwt CM
Admixture ASTM C-494 Type B/D RET As Required
Total Weight:
Unit Weight: 143.16 pcf
lbs
w/cm Ratio:
Slump:
0.51
3.00 - 5.00 inches
Fly Ash Replacement:
3.0 - 6.0 %Air Content:
20.0 %
3881
Comments:
The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp. reserves the right to
increase cementitious content if needed.
Chemical admixtures are added in accordance with the manufacturer's recommendations. Lattimore Materials Corp.
reserves the right to adjust dosages or change admixtures when required.
1992 - 2016 Digital Site Systems, Inc.
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Date:4/5/2016
# of Occ.Histogram for 28 Day Strength %/PSI
Mix Name:5177.
PSI PSI
USUnits :
Strength and Strength Fit vs Maturity
Statistical Compressive Strength History
PSIMaturity Days
95% of tests lie above cross-hatched area
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12"
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318
Tests Slump Air Day Day Day Dev Req'd
------------------------------------------------------------------------------
30 4.46 3.60 2010 3060 4210 460 3610
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Batch Date Slump Spread Air Strengths Acc Age
Number 3 Day 7 Day 28 Day Run Avg 3
------------------------------------------------------------------------------
62516282 8/21/2015 4.00 1.90 3220 4150
63183176 8/21/2015 4.50 2.80 2260 3790
62516335 8/22/2015 4.00 4.70 3830 4350 4090
63294694 8/27/2015 5.00 4.10 3350 3890 4010
71015835 8/31/2015 5.00 4.40 2960 4460 4230
62517197 9/2/2015 4.50 4.70 3320 3870 4070
63184572 9/3/2015 6.50 3.00 2270 3520 3950
74130300 9/11/2015 5.25 4.00 2780 3680 3690
62517906 9/12/2015 5.00 4.00 2870 3580 3590
62517888 9/12/2015 5.00 4.00 2990 4370 3880
62986470 9/14/2015 4.00 4.20 2510 3690 3880
63186032 9/17/2015 5.25 3.10 2470 3630 3890
62518953 9/25/2015 3.75 2.50 3570 4560 3960
63186961 9/25/2015 6.00 2.90 2900 4160 4120
64023305 10/9/2015 5.00 3.50 4130 4280
63568338 10/12/2015 3.00 4.50 3160 4200 4160
62520839 10/20/2015 2.50 4.20 3410 4660 4330
62521119 10/26/2015 6.00 3.10 2840 3860 4240
62521170 10/27/2015 4.00 3.30 3220 4290 4270
62522239 11/12/2015 3.00 3.80 3540 4930 4360
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DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
------------------------------------------------------------------------------
Number 3 Day 7 Day 28 Day Run Avg 3
Batch Date Slump Spread Air Strengths Acc Age
62522376 11/13/2015 5.00 1.30 2870 3900 4370
62523358 12/1/2015 5.00 3.50 2250 3520 4110
71019264 12/4/2015 2.75 4.00 3400 5000 4140
63569984 1/4/2016 4.25 5.00 3320 4750 4420
62527767 2/2/2016 4.75 2.10 2010 2860 4320 4690
62528460 2/9/2016 5.00 4.80 3030 4590 4550
74133935 2/10/2016 5.00 4.30 3160 4490 4470
64400153 2/15/2016 3.00 3.00 3360 4720 4600
63711211 2/15/2016 4.50 4.20 3700 4790 4670
64400331 2/17/2016 3.25 3.10 3470 4540 4680
1992 - 2016 Digital Site Systems, Inc.
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Client:
Project:
PAVECON COMMERCIAL CONCRETE
Concrete Mix Design
Date:04/05/2016
Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
TOHATSU WAREHOUSE - COPPELL
COPPELL, TEXAS
Mix Number:5150.
Strength @ 28 Days: 3000 psi
1.0 Cubic Yard by Weight - SSD
FOOTINGS, RAMP WALLS & INTERIOR CURBSUsage:
SSD WeightsMaterials:
376Cement lbsASTM C-150 Type I/II
94Fly Ash lbsASTM C-618 Class C or F
1666Coarse Aggregate lbsASTM C-33 1"-#4 Crushed Stone
1551Fine Aggregate lbsASTM C-33 Concrete Sand
251Water lbsASTM C-94 Water
Admixture ASTM C-494 Type A/D WR 2.0 to 6.0 oz/cwt CM
Admixture ASTM C-494 Type B/D RET As Required
Total Weight:
Unit Weight: 145.84 pcf
lbs
w/cm Ratio:
Slump:
0.53
3.00 - 5.00 inches
Fly Ash Replacement:
0.0 - 3.0 %Air Content:
20.0 %
3939
Comments:
The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp. reserves the right to
increase cementitious content if needed.
Chemical admixtures are added in accordance with the manufacturer's recommendations. Lattimore Materials Corp.
reserves the right to adjust dosages or change admixtures when required.
1992 - 2016 Digital Site Systems, Inc.
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Date:4/5/2016
# of Occ.Histogram for 28 Day Strength %/PSI
Mix Name:5150.
PSI PSI
USUnits :
Strength and Strength Fit vs Maturity
Statistical Compressive Strength History
PSIMaturity Days
95% of tests lie above cross-hatched area
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12"
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318
Tests Slump Air Day Day Day Dev Req'd
------------------------------------------------------------------------------
30 5.11 1.64 3040 3330 4730 610 3920
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Batch Date Slump Spread Air Strengths Acc Age
Number 3 Day 7 Day 28 Day Run Avg 3
------------------------------------------------------------------------------
63709379 12/16/2015 5.00 1.40 4540 5850
63709364 12/16/2015 4.75 1.30 3410 5350
63709421 12/17/2015 4.50 1.60 4570 5770 5660
63194774 12/21/2015 5.00 2.10 3860 4760 5300
63195012 12/23/2015 5.25 2.00 3270 4260 4930
64396893 12/30/2015 5.50 0.90 2790 4440 4490
62525528 1/5/2016 5.00 1.20 3060 4220 4310
63195353 1/5/2016 6.25 1.20 2870 4400 4350
63195458 1/6/2016 5.25 0.90 3940 5010 4540
63302251 1/6/2016 4.00 0.80 3600 5190 4870
63195728 1/11/2016 5.00 2.10 2930 5500 5240
63195860 1/12/2016 6.50 1.80 2400 4170 4950
63196031 1/13/2016 5.00 1.00 2710 4120 4600
63196316 1/15/2016 5.00 0.90 2940 4620 4300
63196417 1/18/2016 5.00 1.70 3280 5590 4780
63570461 1/19/2016 4.75 1.40 3070 4170 5190 5130
63570511 1/19/2016 5.00 1.40 3020 3260 4850 5210
63710138 1/19/2016 5.00 1.80 3020 3440 5280 5110
62991902 1/28/2016 4.50 1.80 3260 4140 4760
62991913 1/28/2016 5.00 2.00 3240 4070 4490
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DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
------------------------------------------------------------------------------
Number 3 Day 7 Day 28 Day Run Avg 3
Batch Date Slump Spread Air Strengths Acc Age
62991887 1/28/2016 4.75 2.00 3490 3600 3930
63197838 2/2/2016 5.00 2.20 2770 4100 3920
63197981 2/3/2016 5.50 1.00 3220 5360 4350
63198109 2/4/2016 5.25 1.40 2950 5090 4850
63198229 2/5/2016 5.00 1.50 3640 5340 5260
62528740 2/12/2016 5.50 2.70 3080 4350 4930
62528751 2/12/2016 5.00 2.30 3560 4060 4580
62528759 2/12/2016 5.25 2.20 3630 4320 4240
62528771 2/12/2016 5.25 2.20 2830 4710 4370
62528725 2/12/2016 5.50 2.40 3300 4130 4390
1992 - 2016 Digital Site Systems, Inc.
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Client:
Project:
PAVECON COMMERCIAL CONCRETE
Concrete Mix Design
Date:04/05/2016
Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
TOHATSU WAREHOUSE - COPPELL
COPPELL, TEXAS
Mix Number:1600.
Strength @ 28 Days: 4000 psi
1.0 Cubic Yard by Weight - SSD
SLAB ON GRADE & TILT WALL PANELSUsage:
SSD WeightsMaterials:
541Cement lbsASTM C-150 Type I/II
1666Coarse Aggregate lbsASTM C-33 1"-#4 Crushed Stone
1461Fine Aggregate lbsASTM C-33 Concrete Sand
269Water lbsASTM C-94 Water
Admixture ASTM C-494 Type A/D WR 2.0 to 6.0 oz/cwt CM
Admixture ASTM C-494 Type B/D RET As Required
Total Weight:
Unit Weight: 145.83 pcf
lbs
w/cm Ratio:
Slump:
0.50
3.00 - 5.00 inches
Fly Ash Replacement:
0.0 - 3.0 %Air Content:
0.0 %
3939
Comments:
The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp. reserves the right to
increase cementitious content if needed.
Chemical admixtures are added in accordance with the manufacturer's recommendations. Lattimore Materials Corp.
reserves the right to adjust dosages or change admixtures when required.
1992 - 2016 Digital Site Systems, Inc.
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Date:4/5/2016
# of Occ.Histogram for 28 Day Strength %/PSI
Mix Name:1600.
PSI PSI
USUnits :
Strength and Strength Fit vs Maturity
Statistical Compressive Strength History
PSIMaturity Days
95% of tests lie above cross-hatched area
STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12"
Strengths
No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std ACI318
Tests Slump Air Day Day Day Dev Req'd
------------------------------------------------------------------------------
30 5.17 1.84 3530 5750 5740 630 4970
DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
Batch Date Slump Spread Air Strengths Acc Age
Number 3 Day 7 Day 28 Day Run Avg 3
------------------------------------------------------------------------------
62820399 12/17/2014 5.00 1.70 3720 4310 6830
62820415 12/17/2014 5.00 1.40 3830 4680 6910
63561227 12/17/2014 5.00 1.90 3300 4080 6580 6780
63561210 12/17/2014 5.00 2.10 43710 7640 7040
63561306 12/22/2014 4.00 1.25 4930 6140 6790
62823273 3/25/2015 5.00 2.00 5030 5940 6570
62823326 3/25/2015 4.00 1.50 4320 5390 5820
62823283 3/25/2015 5.00 2.00 5030 5940 5750
62823292 3/25/2015 4.50 2.00 4260 5360 5560
63701495 3/25/2015 4.50 2.00 4110 5170 5490
63701510 3/25/2015 4.00 1.50 4520 4930 5150
63701530 3/25/2015 5.00 2.00 3880 4830 4980
63701470 3/25/2015 5.00 1.50 5060 6130 5300
63701477 3/25/2015 5.00 2.00 3940 5310 5430
62825001 5/18/2015 4.50 1.60 4580 5360 5600
71012354 6/1/2015 5.00 2.60 4570 5820 5500
63897056 6/2/2015 5.00 2.10 4890 6150 5780
63841897 6/3/2015 5.00 2.30 4280 5380 5790
71012596 6/4/2015 5.00 2.10 4660 5950 5830
71012660 6/5/2015 5.00 2.30 4930 5270 5530
1992 - 2016 Digital Site Systems, Inc.
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DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12"
------------------------------------------------------------------------------
Number 3 Day 7 Day 28 Day Run Avg 3
Batch Date Slump Spread Air Strengths Acc Age
63842093 6/25/2015 3.50 1.10 4730 5990 5740
63897984 7/14/2015 5.50 1.60 4360 5590 5620
63843640 8/13/2015 4.00 2.20 4070 5280 5620
63844042 8/28/2015 5.00 1.50 3270 4150 5300 5390
63709614 1/5/2016 8.50 1.80 4590 5460 5350
63709626 1/5/2016 5.00 1.50 4840 6060 5610
63709609 1/5/2016 7.00 2.50 3910 5290 5600
62991160 1/14/2016 7.00 1.60 4170 5530 5630
63709924 1/14/2016 7.00 1.70 3910 5420 5410
63709908 1/14/2016 7.00 1.80 3870 5270 5410
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Sika® Air
Air Entraining Admixture
Description Sika Air admixture is an aqueous solution of organic materials.
Sika Air meets the requirements of ASTM C-260 for air entraining admixtures.
Applications Sika Air is recommended for use whenever air entrained concrete is desired.
Ready-mix, precast and block producers can achieve predictable and uniform
entrained air contents in concrete, even where harsh lean mixes are used or
fly-ash is added to the concrete.
Advantages Durability:
Air entrainment is recognized as the most effective prevention against con-
crete scaling in exposed environments. Air entrained concrete delivers par-
ticular benefits in the form of increased concrete durability. This is important
in colder climates where frost and freeze-thaw cycles can cause scaling and
damage to the concrete surface.
Air entraining agents help to prevent scaling by creating microscopic air
voids that water trapped in the concrete can expand into when the concrete
freezes, thus preventing cracks caused by the natural expansion. Entrained
air voids in the concrete will also increase durability in harsh environments
where concrete is exposed to deicing salts, marine salts and sulfates.
Workability and Placeability:
Workability and placeability are also improved by the lubricating action of the
microscopic bubbles in the concrete. Concrete will flow better, and bleeding
and shrinkage will be reduced because less water is needed to obtain the
desired workability.
How to Use
Dosage Dosage rates for Sika Air will typically fall between 0.5 and 3 fl. oz. per 100
lbs. (32 - 195 ml/100 kg) of cementitious to entrain between 4 and 6 percent
air. Higher air contents may be obtained by increasing the dosage rate.
Dosage rates will vary depending on the air content required for a particular
project. Typically air contents will be specified in the range of 4 to 8 percent by
volume.
Other factors that may affect the amount of air entrained into the concrete
including total cementitious content, type of pozzolanic materials, sand grada-
tion, salt/clay in aggregates, temperature and water content. The use of fly
ash, particularly high LOI fly ash, can result in a higher dosage of air entrain-
ment. Sika recommends that trial mixes be performed whenever material or
any other changes are made that may affect the amount of entrained air.
In mixes requiring a lower or higher amount dosage rate, please contact your
local regional Sika office or Sika technical service department at 1-800-933-
7452 for further information.
Product Data Sheet
Edition 09.25.2009
Identification no. 147-540
Sika Air
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KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation (“Sika”) concerning Sika products, including but not limited to, any recommendations and advice
relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products
when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-
als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no
liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be
created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika
product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s)
are subject to its current terms and conditions of sale which are available at www.sikacorp.com or by calling 800-933-7452.
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most cur-
rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.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 Avenue
Pointe-Claire, QC H9R 4A9
Phone: (514) 697-2610
Fax: (514) 697-3087
www.sika.ca
Sika Corporation
201 Polito Avenue
Lyndhurst, NJ 07071
Phone: (201) 933-8800
Fax: (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.
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Plastocrete® 161
Water Reducing Admixture
Description Plastocrete 161 is a lignin polymer-type water-reducing admixture.
Plastocrete 161 meets the requirements of ASTM C-494 Types A, B and D.
Applications Plastocrete 161 is recommended for use in all applications where high quality
concrete with superior workability is required.
Advantages Plastocrete 161 water reducing admixture provides an economical and highly
effective means of reducing the amount of mixing water required to produce
concrete of a certain slump by acting as a dispersant for the cement particles
in the mix.
Through this dispersing action more of the surface area of the cement particles
is available for early hydration. The more cement particles hydrated by contact
with the mixing water, the greater the compressive strength of the concrete.
Plastocrete 161 is formulated as a Type A water reducer to allow up to 10%
water reduction and maximize the benefits of increased hydration in both the
hardened and plastic states.
n Reduced water content required to achieve desired slump, increases
compressive and flexural strengths and allows the use of more economi-
cal mixes.
n Improved paste quality makes concrete easier to pump and finish.
n Consistent normal setting times throughout the recommended dosage.
n Lower water cement ratios provide decreased permeability and increased
durability.
n Plastocrete 161 does not contain intentionally added chlorides and will
not initiate nor promote the corrosion of steel in the concrete.
How to Use
Dosage Dosage rates will vary depending on the material used, ambient conditions
and the requirements of a specific project.
For general concreting applications, Sika recommends a dosage rate between
2-4 fl.oz./100 lbs. (130-260 ml/100 kg) of cementitious materials for normal
setting characteristics. Dosage rates of 4-6 fl.oz./100 lbs. (260-390 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.
Product Data Sheet
Edition 10.2005
Identification no. 161
Plastocrete 161
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KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation (“Sika”) concerning Sika products, including but not limited to, any recommendations and advice
relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products
when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-
als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no
liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be
created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at www.sikacorp.com or by calling 800-933-7452.
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most cur-rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.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 Avenue
Pointe-Claire, QC H9R 4A9
Phone: (514) 697-2610
Fax: (514) 697-3087
www.sika.ca
Sika Corporation
201 Polito Avenue
Lyndhurst, NJ 07071
Phone: (201) 933-8800
Fax: (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 Plastocrete 161 is added at the concrete plant. Measure required quantity
manually or by automated dispenser. Add into the water line at the batch plant
or to the mixer at the end of the batching cycle.
Combination with other Admixtures: Plastocrete 161 works effectively as a
single admixture or in combination with other admixtures in the Sika System.
When air entrained concrete is specified, Sika recommends the use of Sika air
entraining admixtures.
When used in combination with other admixtures, care must be taken to
dispense each admixture separately into the concrete. Do not mix with dry ce-
ment.
Packaging Plastocrete 161 is supplied in 55 gallon (208 liter) drums and bulk delivery.
Storage and Shelf-life Plastocrete 161 should be stored at above 40°F (5°C). If frozen, thaw and
agitate thoroughly to return to normal state before use.
Shelf life when stored in dry warehouse conditions between 50°F and 80°F
(10°C - 27°C) is one year.
Typical Data
Appearance Dark Brown liquid
Specific Gravity Approx. 1.2
Caution Skin and eye irritant; avoid contact. The use of NIOSH approved respirator,
safety goggles and rubber gloves is recommended. Avoid breathing product.
Use with adequate ventilation. Remove contaminated clothing.
Handling and Storage Avoid direct contact. Wear personal protective equipment (chemical resistant
goggles/gloves/clothing) to prevent direct contact with skin and eyes. Use
only in well ventilated areas. Wash thoroughly with soap and water after use.
Remove contaminated clothing and launder before reuse.
First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin:
Remove contaminated clothing. Wash skin thoroughly for 15 minutes with
soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not
induce vomiting. Dilute with water. Contact a physician. In all cases, contact
a physician immediately if symptoms persist.
Clean Up Use personal protective equipment (chemical resistant goggles/gloves/
clothing). Without direct contact, remove spilled or excess product and place
in suitable sealed container. Dispose of excess product and container in
accordance with applicable environmental regulations.
Sika and Plastocrete are registered trademarks. Made in USA. Printed in USA.
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Plastiment® ES
Water-reducing and Retarding Admixture
Description Plastiment ES is a water-reducing and retarding admixture. Plastiment ES meets
the requirements of ASTM C-494 as Types B and D and AASHTO M194 Types B
and D admixture.
Applications Plastiment ES should be used when a controlled delay in set time or increase in
slump life of concrete is desired. Plastiment ES can be utilized in concrete used
for flatwork and horizontal or vertical slipform placements. Use of Plastiment ES
provides a superior surface finish.
Benefits ▪ Improves slump life and delays set time of concrete
▪ Slows down the rate of cement hydration reaction and controls concrete
temperature
▪ Provides sufficient time for proper placement and finishing of concrete without
cold joints in hot weather conditions
▪ In flatwork applications, Plastiment ES acts as a finishing aid, improves work-
ability, controls bleeding and provides a superior surface finish
▪ In mass concrete pours, Plastiment ES controls temperature rise and reduces
the risk of thermal cracking
▪ Reduces permeability and enhances durability by allowing to reduce the water
cement ratio
▪ Improves early and later age compressive and flexural strength
▪ Improves homogeneity in the mix and reduces chances of segregation.
Refer to ACI 305R Hot Weather Concreting for more information. Plastiment ES
does not contain calcium chloride or any other intentionally added chlorides.
How to Use
Dosage Dosage rates will vary depending on factors such as materials used, concrete
temperature, ambient temperature and specific requirements of the project.
For general concrete applications, Sika recommends a dosage rate of 2 - 4 fl.
oz./100 lbs. (130-260 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
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KEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation (“Sika”) concerning Sika products, including but not limited to, any recommendations and advice
relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products
when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-
als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no
liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be
created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika
product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s)
are subject to its current terms and conditions of sale which are available at www.sikacorp.com or by calling 800-933-7452.
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most cur-
rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.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 Avenue
Pointe-Claire, QC H9R 4A9
Phone: (514) 697-2610
Fax: (514) 697-3087
www.sika.ca
Sika Corporation
201 Polito Avenue
Lyndhurst, NJ 07071
Phone: (201) 933-8800
Fax: (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
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.
April 2011 Ready Mix Concrete Page 1 of 7
Lattimore Materials Corp.
P.O. Box 2469
Addison, TX. 75001
(972) 221‐4646 (972) 529‐3546 fax
www.lmctx.com
MATERIAL SAFETY DATA SHEET
SECTION 1 – CHEMICAL PRODUCT AND COMPANY IDENTIFICATION
Product Name: Ready Mix Concrete, Pre‐Mixed Concrete, Transit Mixed Concrete, Grout.
MSDS covers all Concrete Mix Designs prepared by LMC.
CAS No: N/A
Product Use: Ready Mix Concrete is a structural component used in structural and civil
engineering.
Product Code:
Chemical Family: N/A
Chemical Name and Synonyms: N/A
Formula: This product consists of Portland cement, flyash, sand, aggregate, and ad
mixtures, individual compositions of constituents will vary within the mix
design ranges.
Supplier/Manufacturer: Lattimore Materials Corp.
Emergency Contact Information: Lattimore Materials Corp.
ES&H Department (972) 221‐4646
SECTION 2 – COMPOSITION/INFORMATION ON INGREDIENTS
Ready Mix Concrete Ingredients & Their Exposure Limits:
Current ACIH TLV for 8 hour Exposure
Chemical Entity/Ingredient CAS No: Percentage of
Mix
Total Dust (Mass)
mg/m³
Respirable Dust
(Mass) mg/m³
Crushed stone or gravel 0 to 60 10 mg/m³ 5 mg/m³
Sand 1 to 50 10 mg/m³ 5 mg/m³
Portland Cement 65997‐15‐1 1 to 25 10 mg/m³ 5 mg/m³
Water
Fly Ash 1 to 25 10 mg/m³ 5 mg/m³
Crystalline Silica 14808‐60‐7 2 mg/m³ 0.05 mg/m³
Note:
Cement, sand and gravel may contain 0.1% ‐ 60% crystalline silica (CAS No. 14808‐60‐7) depending on the proportion and
crystalline silica content of the ingredients. All ingredients may contain crystalline silica. Wet stage poses no risk or hazard.
April 2011 Ready Mix Concrete Page 2 of 7
MATERIAL SAFETY DATA SHEET
SECTION 3 – HAZARD 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 or wet concrete may cause effects ranging from moderate eye irritation to chemical burns and
blindness. Such exposures require immediate first aid and medical attention to prevent significant
damage to the eye.
Effects Resulting from SKIN CONTACT:
Discomfort or pain cannot be relied upon to alert a person to a hazardous skin exposure. Consequently,
the only effective means of avoiding skin injury or illness involves minimizing skin contact, particularly
contact with wet concrete. Exposed persons may not feel discomfort until hours after the exposure has
ended and significant injury has occurred.
Exposure to moist or wet concrete may cause more severe skin effects including thickening, cracking,
fissuring of the skin. Prolonged exposure can cause severe skin damage in the form or (caustic) chemical
burns.
Effects Resulting from INHALATION:
Concrete may contain amounts of crystalline silica. Prolonged exposure to respirable free crystalline silica
may aggravate other lung conditions. It may also cause delayed lung injury including silicosis, a disabling
and potentially fatal lung disease, and/or other diseases. (Also see “Carcinogenic Potential” below.)
Respirable exposure to silica in concrete may occur only if concrete is drilled, cut, ground or polished.
Exposure to concrete dust may cause irritation to the moist mucous membranes of the nose, throat, and
upper respiratory system. The dust may also leave unpleasant deposits in the nose.
Effects Resulting from INGESTION:
Not Applicable
April 2011 Ready Mix Concrete Page 3 of 7
MATERIAL SAFETY DATA SHEET
• Chronic Effects
Some individuals may exhibit an allergic response upon exposure to ready‐mix concrete. The response
may appear in a variety of forms ranging from a mild rash to severe skin ulcers. Persons already sensitized
may react to their first contact with the product. Others may first experience this effect after years of
contact with ready‐mix concrete. Minimizing contact with skin is the basic protection to reduce this
exposure.
• Carcinogenic Potential
Ready Mix Concrete is not listed as a carcinogen by NTP, OSHA, or IARC. It may, however, contain trace
amounts of substances listed as carcinogens by those organizations.
Crystalline silica, a potential trace level contaminant in Portland cement, is found in the aggregate
components in varying percentages and is classified by IRAC as a known human carcinogen (Group 1).
NTP has characterized Respirable silica as “reasonably anticipated to be [a] carcinogen”.
• Medical Conditions That May Be Aggravated By Inhalation or Dermal Exposure:
– Pre‐existing upper respiratory and lung diseases.
– Previous exposure to dust from hardened product.
– Unusual or (hyper) sensitivity to hexavalent chromium (chromium (+6)) salts.
SETION 4 – FIRST AID MEASURES
• Eyes
Immediately flush eyes thoroughly with water. Continue flushing for 15 minutes, including under the lids,
for at least 15 minutes. Seek medical attention immediately.
• Skin
Wash skin with water and pH neutral soap or mild detergent intended for use on skin.
If clothing or footwear is saturated remove immediately and wash area with water and mild soap. If
contact has been severe enough to cause reddening or actual burns to skin, place sterile bandage on area
and seek medical attention.
• Inhalation
In wet form, concrete cannot be inhaled.
• Ingestion
In wet form, concrete is unlikely to be ingested. If concrete enters mouth, wash out with water
immediately. Seek medical attention if any burning sensation or actual burns occur.
April 2011 Ready Mix Concrete Page 4 of 7
MATERIAL SAFETY DATA SHEET
SECTION 5 – FIRE EXPLOSION DATA / 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.
SECTION 6 – STABILITY AND REACTIVITY
Stability: Stable
Incompatibility: Portland cement reacts with water to produce a caustic solution, pH 12 to pH
13. Wet concrete is alkaline. As such it is incompatible with acids, ammonium
salts, and aluminum metal. Aluminum powder and other alkali and alkaline
earth elements will react in wet mortar or concrete, liberating hydrogen gas.
Concrete dissolves in hydrofluoric acid producing corrosive silicon tetrafluoride
gas. Silicates react with powerful oxidizers such as fluorine, chlorine and
trifluorides, and oxygen difluoride.
Hazardous Decomposition: Will not occur.
Hazardous Polymerization: Will not occur.
SECTION 7 – HANDLING AND STORAGE
Normal temperatures and pressures do not affect the material.
Promptly remove dusty clothing or clothing which is wet with concrete fluids and launder before reuse. Wash
thoroughly after exposure to dust or wet cement mixtures or fluids.
Ready Mix Concrete is premixed at a plant or in a truck mixer drum and delivered to the end user in semi‐fluid
state ready to be placed to set in final form.
SECTION 8 – EXPOSURE CONTROLS / PERSONAL PROTECTION
Eye Protection:
Safety glasses with side shields, or goggles, should be worn when engaged in activities where cement
dust, wet cement, or concrete could contact the eye. In extremely dusty environments and unpredictable
environments, wear unvented or indirectly vented goggles to avoid eye irritation or injury. Contact lenses
should not be worn when working with ready mix concrete or fresh concrete products.
Skin Protection:
Prevention is essential to avoid potentially sever skin injury. Avoid contact with unhardened (wet)
concrete products. If contact occurs, promptly wash affected area with soap and water. Wear impervious
clothing and gloves to eliminate skin contact where prolonged exposure to unhardened ready mix
concrete products might occur. Wear boots that are impervious to water to eliminate foot and ankle
exposure. If standing in wet concrete rubber boots must be worn to prevent injury.
April 2011 Ready Mix Concrete Page 5 of 7
MATERIAL SAFETY DATA SHEET
Wet concrete may splash into open boot tops and saturate socks and remain in contact for a lengthy
period of time. Prevention is to ensure that boots are fully laced up.
Do not rely on barrier creams; barrier creams should not be used in place of gloves.
Periodically wash areas in contact with dry portland cement, wet cement, or concrete fluids with a pH‐
neutral soap. Wash again at the end of workday. If irritation occurs, immediately wash the affected area
and seek treatment. Clothing saturated with wet concrete should be removed immediately and replaced
with clean, dry clothing. Do not allow clothing saturated with wet concrete to remain in contact with skin
for any period of time.
Respiratory Protection:
Avoid actions that cause dust to become airborne. Use local or general ventilation to control exposures to
below applicable exposure limits.
Use NIOSH/MSHA‐approved (under30 CFR 11) or NIOSH‐approved (under 42 CFR 84 after July 10, 1998)
respirators in poorly ventilated areas, if an applicable exposure limit is exceeded, or when dust causes
discomfort or irritation.
Ventilation:
Use local exhaust or general dilution ventilation to control exposure within applicable limits.
SECTION 9 – PHYSICAL AND CHEMICAL PROPERTIES
Appearance: Gray fluid/hydraulic mixture Odor:No distinct odor.
Odor Threshold: Not applicable.Physical State:Solid (powder).
pH (as a solid): Not applicable.pH:12 to 13
Solubility In Water: Not applicable.Vapor Pressure:Not applicable.
Vapor Density: Not applicable.Boiling Point:Not applicable. (i.e., >1000˚C).
Freezing Point: Not applicable.Melting Point:Not applicable.
Specific Gravity (H2O= 1.0):3.15 Evaporation Rate:Not applicable.
Coeff. Water/Oil Dist.: Not applicable.
SECTION 10 – TOXICOLOGICAL INFORMATION
Effects Of Acute Exposure:
Wet concrete mixtures can dry the skin, cause alkali burns, and irritate the eyes and upper respiratory
tract. Ingestion can cause irritation of the throat.
Effects Of Chronic Exposure:
Dust from concrete can cause inflammation/irritation of the tissue lining the interior of the nose and the
cornea (white) of the eye.
SECTION 11 – ECOLOGICAL INFORMATION
Ecotoxicity: No recognized unusual toxicity to plants and animals.
April 2011 Ready Mix Concrete Page 6 of 7
MATERIAL SAFETY DATA SHEET
SECTION 12 – DISPOSAL CONSIDERATIONS
Dispose of waste material according to local, provincial, state, and federal regulations. (Since set concrete is
stable, allow material to harden).
Dispose in an approved landfill.
SECTION 13 – TRANSPORT INFORMATION
Hazardous Materials Description: Ready Mix Concrete is not hazardous under the TDG Act
Proper Shipping Name: (Canada) or DOT regulations (USA)
Hazard Class: Not applicable.
Identification Number: Not applicable.
Required Label Text: Not applicable.
Hazardous Substance/Reportable Quantities (RO):Not applicable.
SECTION 14 – REGULATORY INFORMATION
Status under USDOL‐OSHA Hazard Communication Rule, 29 CFR 1910.1200:
Ready Mix Concrete is considered a “hazardous chemical” under this regulation and should be part of any
hazard communication program.
Status under CERCLA/Superfund, 40 CFR 117 and 302:
Not listed.
Hazard Category under SARA (Title III), Sections 311 and 312:
Ready Mix Concrete qualifies as a “hazardous substance” with delayed health effects.
Status under SARA (Title III), Section 313:
Not subject to reporting requirements under Section 313.
SECTION 15 – REGULATORY INFORMATION (CONTINUED)
Status under TSCA (as of May 1997):
Some substances in Ready Mix Concrete are on the TCSA inventory list.
Status under the Federal Hazardous Substance Act:
Ready Mix Concrete is a “hazardous substance” subject to statutes promulgated under the subject act.
Status under California Proposition 65:
This product contains chemicals (trace metals) known to the State of California to cause cancer, birth
defects, or other reproductive harm. California law requires the manufacturer to give the above warning
in the absence of definitive testing to prove the defined risks do not exist.
Status under Canadian Environmental Protection Act:
Not listed.
April 2011 Ready Mix Concrete Page 7 of 7
MATERIAL SAFETY DATA SHEET
Status under WHMIS:
Portland cement is considered to be a hazardous material under the Hazardous Products Act as defined
by the Controlled Products Regulations and is therefore subject to the labeling and MSDS requirements of
the Workplace Hazardous Materials Information System (WHMIS).
This product has been classified in accordance with the hazardous criteria of the CPR and the MSDS
contains all the information required by the CPR.
SECTION 16 – OTHER INFORMATION
Other Important Information:
Concrete should only be used by knowledgeable persons. Vital to using the product safely requires the
user to recognize that portland cement chemically reacts with water and that some of the intermediate
products of this reaction, during the setting stage, are the cause of the hazards when handling this
product.
While the information provided in this material safety data sheet is believed to provide a useful summary
of the hazards of concrete, as it is commonly used, on cannot anticipate and provide all of the information
that might be needed in every situation. Inexperienced product users should obtain proper training
before using this product.
The data furnished in this sheet does not address hazards that may be posed by other materials mixed
with concrete. Users should review other relevant material safety data sheets before working with
concrete or working with products containing portland cement.
No representations or warranties with respect to the accuracy or correctness of this information, or of
any kind or nature whatsoever are given, made, or intended by Lattimore Materials Corp. No legal
responsibility whatsoever is assumed for this information, or for any injuries or damages, however
caused, which may result from the use of this information. This information is offered solely for
informational purposes and is subject to your own independent investigation and verification.
DESCRIPTION
Shep Cure 309 Rez All water-based concrete curing com-
pound is formulated from hydrocarbon resins and may be
used on interior, exterior, vertical, and horizontal concrete
surfaces. Once applied, Shep Cure 309 Rez All forms a liq-
uid membrane that retains an optimum amount of water in
freshly placed concrete for complete hydration of the cement.
NOTE: After approximately four weeks, the membrane
begins to chemically break down. The membrane will even-
tually dissipate from the surface. This process usually takes
another 3 - 5 weeks under normal traffic, exposure to UV,
and weathering conditions.
PRIMARY APPLICATIONS
Shep Cure 309 Rez All has been used on both interior and
exterior applications where paint, resilient tile or resilient
flooring may be applied later. Because of the wide variety of
coatings, paints, adhesives, and toppings available, contact
the manufacturer of the flooring system or subsequent coat-
ing or topping for application approval over resin-based
curing compounds. A small test application is always rec-
ommended.
FEATURES & BENEFITS
When properly applied, Shep Cure 309 Rez All produces
a premium-grade film, which optimizes water retention.
Furnished as a ready-to-use, true water-based com-
pound.
Produces hard, dense concrete -- minimizes hair checking,
thermal cracking, dusting, and other defects.
Offers a compressive strength significantly greater than
improperly or uncured concrete.
Increases tensile strength for greater resistance to cracking
and surface crazing.
Improves resistance to abrasion and the corrosive actions
of salts and chemicals.
Minimizes excessive shrinkage.
Can be applied quickly and easily with conventional com-
mercial spray equipment.
Formulations are also available with red fugitive dye
added.
VOC compliant -- VOC content is <100 g/L.
TECHNICAL DATA
Drying Time: Typically dries in 1- 2 hours, depending on
jobsite conditions (temperature, wind, etc.) Restrict foot traf-
fic for at least four hours; 12 hours is preferable.
Flash Point: >210ºF (99º C).
Coverage: Approximately 200 ft.²/gal. (4.91 m²/L).
LEED INFORMATION
May help contribute to LEED credits:
EQ Credit 4.2: Low-Emitting Materials: Paints & Coatings
MR Credit 5.1: Regional Materials: 10% Extracted, Pro-
cessed & Manufactured Regionally
MR Credit 5.2: Regional Materials: 20% Extracted, Pro-
cessed & Manufactured Regionally
COMPLIANCES
ASTM C 309, Type 1, Classes A & B (Type 1-D also avail-
able)
AASHTO M 148, Type 1, Classes A & B (Type 1-D also
available)
U.S. EPA Architectural Coatings Rule: 350 g/L maximum
VOC for concrete curing compounds
SCAQMD Rule 1113: 100 g/L maximum VOC for con-
crete curing compounds and waterproofing concrete/
masonry sealers
Ozone Transport Commission (OTC): 350 g/L maximum
VOC for Concrete Curing Compounds
Continued on reverse side
800-729-1150 | www.cmcsheplers.com 777 Eldridge Pkwy., Ste. 500, Houston, TX 77079
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CONCRETE CURING COMPOUND
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DIRECTIONS FOR USE
Preparation: Application equipment must be clean and free
of all previously used materials.
Mixing: For optimum performance, gentle mixing or agita-
tion is recommended. CAUTION: TO AVOID FOAMING,
DO NOT MIX EXCESSIVELY. In the container, the curing
compound appears ivory in color; however, it dries to a
clear, transparent coating with a very slight amber tint.
Application: Apply in a uniform film to horizontal surfaces as
soon as the surface water disappears and the surface will not
be marred by walking workmen. On vertical surfaces, apply
promptly after the forms are removed. Shep Cure 309 Rez
All may be applied with a typical commercial hand or power
sprayer. Use a Shepler’s Performance Products sprayer that
produces a flow of 1/2 gal. (1.89 L) per minute under 40 psi
(.276 MPa) of pressure.
Cleanup: Prior to drying, cleanup can be accomplished with
soap and water. Once dried, use mineral spirits or other
suitable petroleum solvent.
PACKAGING
5 gallon pails and 55 gallon drums
SHELF LIFE (TYPICAL)
One year in original, unopened container.
LIMITATIONS
KEEP FROM FREEZING. Do not apply if air and/or concrete
temperature is less than 40° F (4°C). Improper or over-appli-
cation may increase the amount of time necessary for the
film to dissipate from the surface. SURFACE MAY DISCOLOR
AND/OR YELLOW DUE TO OVERAPPLICATION. DO NOT
MIX OR DILUTE WITH ANY OTHER PRODUCTS OR LIQ-
UIDS. Do not apply paint, resilient flooring or any other
subsequent coatings or toppings without first checking the
specifications and securing approval from the manufacturer
of the product being applied over Shep Cure 309 Rez All. A
small test application is always recommended. If removal of
Shep Cure 309 Rez All is necessary, use a degreaser.
PRECAUTIONS
Direct contact may result in mild irritation. Read and fol-
low all application, precaution, label, and health and safety
information prior to use. Refer to Material Safety Data Sheet
for complete health and safety information.
LIMITED WARRANTY: NOTICE - READ CAREFULLY. CONDITIONS OF SALE.
Manufacturer offers this product for sale subject to, and Buyer and all users are
deemed to have accepted, the following conditions of sale and limited warranty
which may be varied by written agreement of a duly authorized corporate officer of
Manufacturer. No other representative of or for Manufacturer is authorized to grant
any warranty or to waive limitation of liability set forth below.
Warranty Limitation: Manufacturer warrants this product to be free of manufacturing
defects. If the product when purchased was defective and was within use period
indicated on container or carton, when used, Manufacturer will replace the defective
product with new product without charge to the purchaser. Manufacturer makes NO
OTHER WARRANTY, either expressed or implied, concerning this product. There is
NO WARRANTY OF MERCHANTABILITY. In no case shall Manufacturer be liable for
special, indirect or consequential damages resulting from the use or handling of the
product, and no claim of any kind shall be greater in amount than the pur chase price
of the product in respect of which damages are claimed.
Inherent Risk: MANUFACTURER MAKES NO WARRANTY TO THE PERFORMANCE
OF THE PRODUCT AFTER IT IS APPLIED BY THE PURCHASER, AND PURCHASER
ASSUMES ALL RISKS ASSOCIATED WITH THE USE OR APPLICATION OF THE
PRODUCT.
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800-729-1150 | www.cmcsheplers.com 777 Eldridge Pkwy., Ste. 500, Houston, TX 77079
4
Manufactured In The U.S.A. by Adhesives Technology Corp.
450 East Copans Road ■ Pompano Beach, FL 33064 ■ (800) 892-1880 ■ Fax (800) 362-3320 ■ www.atc.ws
Revised: 06/2008 Page 1 of 5
Ultrabond 1300
1. Product Name
Ultrabond 1300 Epoxy Anchoring Gel
2. Manufacturer
Adhesives Technology Corp.
450 East Copans Road
Pompano Beach, FL 33064
(800) 892-1880
(954) 782-2221
Fax: (800) 362-3320
E-mail: info@atc.ws
Web Address: www.atc.ws
3 . Product Description
GENERAL DESCRIPTION
Ultrabond 1300 Epoxy Anchoring
Gel is a two component (1:1 ratio),
100% solids, high modulus,
structural, epoxy gel. It is a solvent
free, no odor, high strength, moisture
insensitive, non-sag epoxy system.
Ultrabond 1300 has exceptional
strength, maximum field reliability,
along with a high heat deflection
temperature of 131 degree’s
Fahrenheit which provides engineers
and contractors with a choice for
specifying and setting adhesive
anchors in elevated temperature
environments. In addition,
Ultrabond 1300 has a long working
time of 20 minutes, while also
providing an anchor that can be
loaded in as little as 2 hours (at 75°
F.) This allows contractors enough
time to set the anchors without
worrying about gelling too fast.
1/2" threaded rod at *9D in 3,000 psi concrete.
*9D is the embedment depth of the anchor (9 x 1/2");
in this example, a 1/2" threaded rod embedded 4-1/2”
in 3,000 psi concrete.
Quick Selection Guide
Tension Load (1/2”) 14,146 lbs. *
Working Time (75°) 20 min
Cure Time (75°) 2 hrs
Temperature Range 40°F - 110°F
BASIC USE
Acceptable uses for Ultrabond 1300 include rebar dowel and
anchor installations where dynamic, vibratory or intermittent loads
exist. Ultrabond 1300 has not been tested and is not for use in
overhead applications or applications that have long term
sustained loads at elevated temperatures. Typical applications
clude: in • Fastening in grout filled block and unreinforced masonry
• Seismic anchoring and bracing
• Grouting dowel bars and tie bars for full-depth concrete
pavement repairs
• Bonding raised pavement markers to concrete or asphalt
• Pick proof sealant – windows, doors, locks, etc. (e.g. correctional
facilities)
• Capping paste for crack-injection
COLOR
“A” Component (Resin): White
“B” Component (Hardener): Black
M ixed: Concrete Gray
SHELF LIFE: 2 Years
SIZE/PACKAGING
C artridge Sizes: Ultrabond 1300 is available in:
• 9 oz. cartridges; part number A9-1300
• 22 oz. cartridges; part number A22-1300N
• 53 oz. cartridges; part number A53-1300 The resin and hardener are uniformly dispensed from a dual
cartridge system and mixed simultaneously through a mixing
nozzle, providing contractors with a self mix delivery system.
B ulk Sizes: Ultrabond 1300 is available in bulk sizes, including:
• 1 gallon kit (102 fl. oz.); part number BUG-1300
• 2 gallon kit; part number; B2G-1300
• 10 gallon kit; part number; B10G-1300
• 100 gallon kit; part number; B100G-1300
4. Technical Data
American Society for Testing Materials (ASTM)
M eets ASTM C881, Type I, II, IV, & V, Grade 3, Class B & C
IInnddeepp ee nnddeenntt AASSTTMM CC888811--9999
TTee cchhnnii ccaall DDaatt aa
Properties ASTM Results
Compressive Yield Strength - psi D695 11,890 (7 day)
Compressive Modulus – psi D695 201,280 (7 day)
Tensile Strength - psi D638 7,428 (7 day)
Elongation - % D638 1.8 (7 day)
Bond Strength C882 1,410 (2 day)
Bond Strength C882 2,340 (14 day)
Consistency C881 Non-Sag Gel
Heat Deflection Temperature - °F D648 131 (7 day)
Water Absorption - % D570 0.52 (24 hours)
Linear Coefficient of Shrinkage D2566 0.004
Manufactured In The U.S.A. by Adhesives Technology Corp.
450 East Copans Road ■ Pompano Beach, FL 33064 ■ (800) 892-1880 ■ Fax (800) 362-3320 ■ www.atc.ws
Revised: 06/2008 Page 2 of 5
Ultrabond 1300
TENSION LOADS FOR THREADED RODS
f’c = 3000 psi f’c = 5000 psi f’c = 7000 psi
Threaded
Rod
Diameter
(in.)
Hole
Diameter
(in.)
Minimum
Embedment
Depth
(in.)
Ultimate
Tension
Load
(lbs)
Allowable
Tension
Load
(lbs)
Ultimate
Tension
Load
(lbs)
Allowable
Tension
Load
(lbs)
Ultimate
Tension
Load
(lbs)
Allowable
Tension
Load
(lbs)
3/8 7/16 3-3/8 9,336 2,334 10,124 2,531 10,936 2,734
1/2 9/16 4-1/2 14,146 3,537 14,512 3,628 18,400 4,600
5/8 3/4 5-5/8 19,600 4,900 20,688 5,172 29,288 7,322
3/4 7/8 6-3/4 25,052 6,263 26,864 6,716 34,764 8,961
7/8 1 7-7/8 33,376 8,344 34,328 8,582 39,524 9,881
1 1-1/8 9 41,696 10,424 41,792 10,448 52,144 13,036
Safety Factor “Allowable” equals 25% of Ultimate Load, 32% for steel
SHEAR LOADS FOR THREADED RODS
f’c = 3000 psi f’c = 5000 psi f’c = 7000 psi
Threaded
Rod
Diameter
(in.)
Hole
Diameter
(in.)
Minimum
Embedment
Depth
(in.)
Ultimate
Tension
Load
(lbs)
Allowable
Tension
Load
(lbs)
Ultimate
Tension
Load
(lbs)
Allowable
Tension
Load
(lbs)
Ultimate
Tension
Load
(lbs)
Allowable
Tension
Load
(lbs)
3/8 7/16 3-3/8 6,940 1,735 7,036 1,759 7,144 1,786
1/2 9/16 4-1/2 8,316 2,079 10,380 2,595 13,096 3,274
5/8 3/4 5-5/8 15,328 3,832 18,056 4,514 19,052 4,763
3/4 7/8 6-3/4 22,336 5,584 25,732 6,433 26,072 6,518
7/8 1 7-7/8 29,364 7,341 31,408 7,852 33,092 8,273
1 1-1/8 9 36,396 9,099 37,084 9,271 40,952 10,238
Safety Factor “Allowable” equals 25% of Ultimate Load, 32% for steel
Manufactured In The U.S.A. by Adhesives Technology Corp.
450 East Copans Road ■ Pompano Beach, FL 33064 ■ (800) 892-1880 ■ Fax (800) 362-3320 ■ www.atc.ws
Page 3 of 5
Ultrabond 1300
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TTeemmppeerraattuurree WWoorrkkiinngg BBoolltt--UUpp
°°CC °°FF TTiimmee TTiimmee
4.4° C. 40° F. 40 min 24 hrs
12.8° C. 55° F. 30 min 14 hrs
18.3° C. 65° F. 20 min 6 hrs
23.8° C. 75° F. 13 min 2 hrs
29.4° C. 85° F. 10 min 2 hrs
35.0° C. 95° F. 7 min 2 hrs
ESTIMATING / USAGE GUIDES
RRoodd
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3/8 7/16 211.3 140.9 105.6 84.5 70.4 60.4 52.8 47.0 42.3 38.4 35.2 32.5 30.2 28.2 26.4 24.9
1/2 9/16 159.8 106.5 79.9 63.9 52.5 45.6 39.9 35.5 32.0 29.0 26.6 24.6 22.8 21.3 20.0 18.8
5/8 3/4 89.9 59.9 44.9 35.9 30.0 25.7 22.5 20.0 18.0 16.3 15.0 13.8 12.8 12.0 11.2 10.6
3/4 7/8 66.0 44.0 33.0 26.4 22.0 18.9 16.5 14.7 13.2 12.0 11.0 10.2 9.4 8.8 8.3 7.8
7/8 1 56.2 37.4 28.1 22.5 18.7 16.0 14.0 12.5 11.2 10.2 8.6 8.3 8.0 7.5 7.0 6.6
1 1-1/8 53.3 35.5 26.6 21.3 17.8 15.2 13.3 11.8 10.7 9.7 8.2 7.9 7.6 7.1 7.0 6.3
1-1/8 1-1/4 43.1 28.8 21.6 17.3 14.4 12.3 10.8 9.6 8.6 7.8 6.6 6.4 6.2 5.8 5.4 5.1
1-1/4 1-3/8 35.7 23.8 17.8 14.3 11.9 10.2 8.9 7.9 7.1 6.5 5.5 5.3 5.1 4.8 4.5 4.2 RRoodd
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EEmmbbeeddmmeenntt DDeepptthh ((iinn..))
((iinn..)) ((iinn..)) 22 33 44 55 66 77 88 99 1100 1111 1122 1133 1144 1155 1166 1177
#3 7/16 264.1 176.1 132.1 105.6 88.0 75.5 66.0 58.7 52.8 48.0 44.0 40.6 37.7 35.2 33.0 31.1
#4 5/8 172.5 115.0 86.3 69.0 57.5 49.3 43.1 38.3 34.5 31.4 28.8 26.5 24.6 23.0 21.6 20.3
#5 3/4 119.8 79.9 59.9 47.9 39.9 34.2 30.0 26.6 24.0 21.8 20.0 18.4 17.1 16.0 15.0 14.1
#6 7/8 94.3 62.9 47.2 37.7 31.4 26.9 23.6 21.0 18.9 17.1 15.7 14.5 13.5 12.6 11.8 11.1
#7 1 84.3 56.2 42.1 33.7 28.1 24.1 21.1 18.7 16.9 15.3 14.0 13.0 12.0 11.2 10.5 9.9
#8 1-1/8 66.6 44.4 33.3 26.6 22.2 19.0 16.6 14.8 13.3 12.1 11.1 10.2 9.5 8.9 8.3 7.8
#9 1-1/4 53.9 35.9 27.0 21.6 18.0 15.4 13.5 12.0 10.8 9.8 9.0 8.3 7.7 7.2 6.7 6.3
#10 1-1/2 37.4 25.0 18.7 15.0 12.5 10.7 9.4 8.3 7.5 6.8 6.2 5.8 5.3 5.0 4.7 4.4
#11 1-5/8 31.9 21.3 16.0 12.8 10.6 9.1 8.0 7.1 6.4 5.8 5.3 4.9 4.6 4.3 4.0 3.8 RRoodd
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EEmmbbeeddmmeenntt DDeepptthh ((iinn..))
((iinn..)) ((iinn..)) 22 33 44 55 66 77 88 99 1100 1111 1122 1133 1144 1155 1166 1177
3/8 7/16 509 339.3 254.5 203.6 170 145 127 113 102 92.5 84.8 78.3 72.7 67.9 63.6 59.9
1/2 9/16 384.9 256.6 192.4 154 128 110 96.2 85.5 77.0 70.0 64.1 59.2 55.0 51.3 48.1 45.3
5/8 3/4 216.5 144.3 108.3 86.6 72.2 63.2 54.1 48.1 43.3 39.4 36.1 33.3 30.9 28.9 27.1 25.5
3/4 7/8 159.1 106.0 79.5 63.6 53.0 46.4 39.8 35.3 31.8 28.9 26.5 24.5 22.7 21.2 19.9 18.7
7/8 1 135.3 90.2 67.7 54.1 45.1 39.0 33.8 30.1 27.1 24.6 22.6 20.8 19.3 18.0 16.9 15.9
1 1-1/8 128.3 85.5 64.1 51.3 42.8 37.5 32.1 28.5 25.7 23.3 21.4 19.7 18.3 17.1 16.0 15.1
1-1/8 1-1/4 103.9 69.3 52.0 41.6 34.6 30.0 26.0 23.1 20.8 18.9 17.3 16.0 14.8 13.9 13.0 12.2
1-1/4 1-3/8 85.9 57.3 42.9 34.4 28.6 25.0 21.5 19.1 17.2 15.6 14.3 13.2 12.3 11.5 10.7 10.1 RRoodd
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UULLTTRRAABBOONNDD 11330000 UUssaaggee EEssttiimmaattiinngg GGuuiiddee –– 5533 oozz.. CCaarrttrriiddggee SSyysstteemm –– DDeeffoorrmmeedd BBaarr
EEmmbbeeddmmeenntt DDeepptthh ((iinn..))
((iinn..)) ((iinn..)) 22 33 44 55 66 77 88 99 1100 1111 1122 1133 1144 1155 1166 1177
#3 7/16 636.3 424.2 318.1 254.5 212 181 159 141 127 116 106 97.9 90.9 84.8 79.5 74.9
#4 5/8 415.7 277.1 207.8 116.3 139 119 104 92.4 83.1 75.6 69.3 64.0 59.4 55.4 52.0 48.9
#5 3/4 288.7 192.4 144.3 115.5 96.2 82.5 72.2 64.1 57.7 53.5 48.1 44.4 41.2 38.5 36.1 34.0
#6 7/8 227.2 151.5 113.6 90.9 75.7 64.9 56.8 50.5 45.4 41.3 37.9 35.0 32.5 30.3 28.4 26.7
#7 1 203.0 135.3 101.5 81.2 67.7 58.0 50.7 45.1 40.6 36.9 33.8 31.2 29.0 27.1 25.4 23.9
#8 1-1/8 160.4 106.9 80.2 64.1 53.5 45.8 40.1 35.6 32.1 29.2 26.7 24.7 22.9 21.4 20.0 18.9
#9 1-1/4 129.9 86.6 65.0 52.0 43.3 37.1 32.5 28.9 26.0 23.6 21.7 20.0 18.6 17.3 16.2 15.3
#10 1-1/2 90.2 60.1 45.1 36.1 30.1 25.8 22.6 20.0 18.0 16.4 15.0 13.9 12.9 12.0 11.3 10.6
#11 1 5/8 76.9 51.2 38.4 30.7 25.6 22.0 19.2 17.1 15.4 14.0 12.8 11.8 11.0 10.2 9.6 9.0
Note: the above usage charts include a 15% waste factor.
22 & 53 oz
Cartridge
Systems
1:1 Ratio
Manufactured In The U.S.A. by Adhesives Technology Corp.
450 East Copans Road ■ Pompano Beach, FL 33064 ■ (800) 892-1880 ■ Fax (800) 362-3320 ■ www.atc.ws
Page 4 of 5
Ultrabond 1300
Sample Specification – Anchoring adhesive shall be a two component, 1:1 ratio, 100% solids epoxy system
supplied in a two component side by side cartridge and dispensed through a static mixing nozzle supplied by the
manufacturer. Epoxy must meet the requirements of ASTM C881 specification for Type I, II, IV, and V, Grade 3,
Class B, & C. Epoxy must have a minimum heat deflection temperature of 131°F (57°C), per ASTM D648. Adhesive
shall have a working time of 20 minutes (75° F) and a bolt up time of 2 hours (75° F). Shelf life must be a minimum
of two years. Adhesive shall be Ultrabond 1300 manufactured by Adhesives Technology Corp., Pompano Beach, FL.
5. Installation
Job site preparation and work flow – to achieve the desired results, carefully follow these procedures!
• Always be sure the holes are prepared in advance before starting a new cartridge. If at all possible, schedule dispensing to
consume an entire cartridge at one time with no interruption of epoxy flow.
To achieve maximum flow and reduce fatigue, break off
the nozzle to the largest diameter that will fit into the
hole or screen. If the hole is 5/8” diameter or larger, snap
off the smaller diameter section before using.
Most nozzles snap off
to accommodate
varying hole diameters
and depths.
Dual Cartridge Anchoring & Doweling – Hole Preparation and Cartridge Set up
I. Drill
hole to
proper
diameter
and
depth.
Blow out
dust
from the bottom of the
hole. Brush the hole with
a nylon brush. Blow out
dust again. The hole
should be clean of dust
and debris.
II. Insert cartridge
into dispenser making
sure it is properly
positioned with
shoulder of cartridge
flush with top bracket
of the dispenser.
III.
Remove
plastic
cap from
the tip of
the
cartridge.
Dispense a small amount
of epoxy into a disposable
container until you get an
even flow of black and
white material.
IV. Place
nozzle
onto
cartridge
and slide
nut over
nozzle and
thread nut onto cartridge. No nut is
necessary on mixers with built in nut.
Make sure that the nozzle, nut and
cartridge assembly is secure.
Dispense enough epoxy into a
disposable container until the color
becomes a consistent gray with no
streaks.
Anchoring Into Concrete
V. Dispense the material from the bottom of the
hole. Fill approximately 1/2 – 5/8 of the hole depth
while slowly withdrawing the nozzle. Fill completely
full for holes totally submerged in water.
VI. Insert the threaded rod or rebar to the
bottom of the hole while turning clockwise. The
threaded rod or rebar should be free of dirt,
grease, oil, or other foreign materials. Do not
disturb or bolt-up until minimum bolt-up time
has passed.
Anchoring Into Hollow Block or Unreinforced Masonry (Repeat steps I through IV as shown above).
V. Insert the mixing nozzle into the
bottom of the screen and
completely fill while withdrawing
the nozzle. Fill the screen
completely all the way to the end
to insure that the epoxy completely
fills the screen from top to bottom
when threaded rod is inserted.
VI.
Insert
the
epoxy-
filled
screen
into the
hole.
VII. Insert the threaded rod or
dowel to the bottom of the screen
while turning clockwise. The
threaded rod or rebar should be
free of dirt, grease, oil or other
foreign material. Do not disturb or
bolt-up until minimum bolt-up
time has passed.
Manufactured In The U.S.A. by Adhesives Technology Corp.
450 East Copans Road ■ Pompano Beach, FL 33064 ■ (800) 892-1880 ■ Fax (800) 362-3320 ■ www.atc.ws
Page 5 of 5
Ultrabond 1300
BUILDING CODES
Installation of Ultrabond 1300 must comply with
applicable local, state and national code
requirements.
SITE CONDITIONS
Material shall be delivered in original unopened
containers and stored in a dry environment at a
temperature between 40° and 95°F.
PRECAUTIONS
• Wear safety glasses
• Avoid prolonged contact with skin.
• Keep out of reach of children
• Do not take internally
• If Ingested and conscious, give large
quantities of water or milk. Do not induce
vomiting. Call a physician
• Eye contact. Flush with water for at least 15
minutes. Call a physician
6. Availability and Cost
AVAILABILITY
Ultrabond 1300 is available through select
distributors who can provide you with all of your
construction needs. Please contact Adhesives
Technology Corp. at (800) 892-1880 for a
distributor near you.
COST
Cost information is available from your local
distributor.
7. Warranty
All warranties of the product listed herein, in the
corresponding ATC catalog, and in any other
current literature, expressed or implied, including
warranties of merchantability and fitness for a particular
purpose are specifically and expressly excluded, with
the following exception: At its sole discretion, ATC will
repair or replace any product which it considers to be
defective in material or workmanship, excepting normal
wear and tear within sixty (60) days from the date of
purchase from ATC. ATC shall not be liable for any
injury, loss or damage, direct, indirect, incidental or
consequential or arising out of use of, misuse of,
negligence, accident or inability to use any ATC product.
8. Technical Services
For technical support contact Adhesives Technology
Corp. at (800) 892-1880.
9. Maintenance
None required.
10. Filing System
Additional product information and specifications are
available either on line at www.atc.ws or contact
Adhesives Technology at (800) 892-1880 to get copies
mailed to you.
PARTIAL LIST OF PROJECTS USING Ultrabond 1300
Ultrabond 1300 has been used on many high profile
projects including:
Cleveland Hopkins International Airport – Cleveland,
Ohio.
Tampa International Airport – Tampa, Florida.
MARTA Light rail project in Atlanta.
Miami International Airport – Miami, Florida.
Orlando International Airport – Orlando, Florida
Actual user performance and data may differ due to variations of base material, installation procedures and
personnel, weather conditions and other factors. Adhesives Technology Corp. reserves the right to change
specifications or information printed in this Tech Data Sheet without notice or liability for these changes.
Adhesives Technology Corp. will not be liable for any claim based on the use of data or other information printed
in this Tech Data Sheet.
HOW IT WORKS_____________________________________
Construction Grout is a non-metallic, shrinkage controlled
grout which incorporates special aggregates, admixtures and
portland cement and is designed to minimize shrinkage and
maximize strength.
APPLICATIONS_____________________________________
◆◆Use to grout voids in poured-in-place concrete and tilt-up and
precast concrete panels, beams and columns.
◆◆Use to anchor heavy equipment, bolts and dowel bars.
◆◆Use to fill voids around steel window and door frames.
ADVANTAGES_____________________________________
◆◆Non-corrosive; does not contain chlorides. Will not attack
steel reinforcement.
◆◆Shrinkage controlled.
◆◆Non-metallic.
◆◆Can be used in dry pack, plastic or flowable consistencies.
◆◆Easily pumped.
◆◆Complies with ASTM C1107 Grade C Combination Pre-
Hardening and Post-Hardening Volume-Adjusting (Non-
Shrink) Grout.
◆◆Complies with CRD-C621.
PRECAUTIONS _____________________________________
◆◆Do not mix more grout than can be placed in 15 minutes
or less.
◆◆Do not retemper mixed grout to restore workability.
◆◆Do not add excessive amounts of water.
◆◆Do not apply to frozen substrates or at temperatures below
40° F (4° C).
◆◆Avoid vibrating wet grout, which can cause segregation
and bleeding.
◆◆Do not place Construction Grout in lifts greater than 4
inches (100 mm) unless the product is extended with 50%
by weight pea gravel to dissipate the heat of hydration.
◆◆For best results, a minimum of 1 inch (25 mm) vertical
clearance should be allowed under base plates when
placing grout.
◆◆Do not add plasticizers, accelerators, retarders, or
additional cement.
USE INSTRUCTIONS_____________________________________
◆◆Request current product literature, labels and material
safety data sheets from manufacturer and read thoroughly
before product use.
◆◆Site environmental conditions, substrate conditions and
construction have a major effect on product selection,
application methods, procedures and rates, appearance
and performance. Product literature provides general
information applicable to some conditions. However, an
adequate site test application by the purchaser or installer
in advance of field scale use is mandatory (irrespective of
any other verbal or written representations) to verify that
product and quantities purchased can be satisfactorily
applied and will achieve desired appearance and
performance under intended use conditions.
◆◆Remove all unsound concrete, grease, oil, dirt, laitance
and other foreign contamination from the surface to be
grouted.
◆◆Before placing grout, thoroughly saturate concrete bonding
area with water for 24 hours. Remove excess water and
allow concrete bonding surface to dry slightly before grout
is placed.
◆◆In formed applications, seal all wood surfaces with Pre-
Form polyurethane wood sealer and use Nox-Crete PCE
form release agent to minimize water absorption and to
ensure a positive release.
◆◆Pre-wet mixing containers and drain excess water prior to
mixing initial batch.
◆◆Add the appropriate amount of clean mixing water (see
technical data) to mixer and slowly add grout while
continuously mixing. Mix for 3-5 minutes or until a uniform
consistency is achieved.
◆◆Promptly place grout in a manner to avoid entrapment of
air voids. Rodding the grout lightly will help to consolidate
grout and remove air voids.
◆◆To pump Construction Grout, use a grout pump specifically
designed for this purpose.
◆◆If application thickness exceeds 4 inches (100 mm),
extend grout with up to 50% by weight (25 lbs. maximum
per bag of grout) of clean, saturated surface dry (SSD),
3/8 inch (10 mm) pea gravel. Do not add additional water
when extending with pea gravel.
◆◆Cure grout with wet burlap or ASTM C309 approved curing
compound.
◆◆Suitable application temperatures (air, material and
C
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CONSTRUCTION GROUT
P R O D U C T D A T A
Economical, high strength, portland cement based Construction Grout.
Updated 05/19/14. This version supersedes all previous versions.
substrate) range between 40° F (4° C) and 90° F (32° C).
◆◆Follow recommendations from ACI-305 for hot weather
concreting and ACI-306 for cold weather concreting.
WATER REQUIREMENT_____________________________________
Consistency Grout Mixing Water
Plastic 50 lb. (22.7 kg)3.0 qt. (2.8 L)
Flowable 50 lb. (22.7 kg)3.2 qt. (3.1 L)
Pumpable 50 lb. (22.7 kg)3.5 qt. (3.3 L)
Note: Jobsite conditions may affect actual quantities of water needed.
Above mixing water recommendations are intended only as a guide.
MIXED YIELD_____________________________________
Mixed Bag 56.3 lbs (25.6 kg)
Without 50% pea gravel 0.40 ft.3 (11.4 L)
With 50% pea gravel 0.56 ft.3 (15.9 L
TECHNICAL DATA_____________________________________
Test Method Parameter Grout Consistency
ASTM
C109
CRD
C227
Compressive
Strength Plastic Flowable Fluid
3 Days 3,500 psi 3,300 psi 3,000 psi
(24.1MPa)(22.8MPa)(20.7MPa)
7 Days 6,500 psi 6,200 psi 5,500 psi
(44.8MPa)(42.7MPa)(37.9MPa)
28 Days 9,000 psi 7,000 psi 6,500 psi
(62.1MPa)(48.3MPa)(44.8MPa)
C1090
C1107 C600
Hardened
Shrinkage
1, 3, 14, 28
Days
None None None
Complies with CRD-C621.
PACKAGING_____________________________________
Packaged in 50 lb (22.7 kg) plastic-lined, moisture resistant bags.
SHELF LIFE_____________________________________
Shelf life is one year. Use before the “USE BY” date stated on product
packaging.
HANDLING/STORAGE_____________________________________
Read Material Safety Data Sheet (MSDS) prior to using. Contains
portland cement and silica sand. Use proper safety equipment (gloves,
goggles or glasses and dust masks). Store in a cool, dry area.
AVAILABILITY & TECHNICAL SERVICES_____________________________________
In addition to corporate offices in Omaha, Nebraska, NOX-CRETE
Products Group maintains regional offices and distribution centers
in principal markets throughout the world. For source or technical
information, call 800-669-2738 or 402-341-2080.
LIMITED WARRANTY_____________________________________
NOTICE-READ CAREFULLY
CONDITIONS OF SALE
NOX-CRETE offers this product for sale subject to, and Buyer and all users are deemed
to have accepted, the following conditions of sale and limited warranty which may only be
varied by written agreement of a duly authorized corporate officer of NOX-CRETE. No other
representative of or for NOX-CRETE is authorized to grant any warranty or to waive limitation
of liability set forth below.
WARRANTY LIMITATION
NOX-CRETE warrants this product to be free of manufacturing defects. If the product when
purchased was defective and was within use period indicated on container or carton, when
used, NOX-CRETE will replace the defective product with new product without charge to the
purchaser.
NOX-CRETE makes NO OTHER WARRANTY, either express or implied, concerning this
product. There is NO WARRANTY OF MERCHANTABILITY. In no case shall NOX-CRETE
be liable for special, indirect or consequential damages resulting from the use or handling of
the product and no claim of any kind shall be greater in amount than the purchase price of the
product in respect of which damages are claimed.
INHERENT RISKS
NOX-CRETE MAKES NO WARRANTY WITH RESPECT TO THE PERFORMANCE OF THE
PRODUCT AFTER IT IS APPLIED BY THE PURCHASER, AND PURCHASER ASSUMES ALL
RISKS ASSOCIATED WITH THE USE OR APPLICATION OF THE PRODUCT.
NOX-CRETE PRODUCTS GROUP • 1444 S. 20th St. • P.O. Box 8102 • Omaha, Nebraska 68108 USA
PHONE: (800) NOX-CRETE (669-2738) or (402) 341-2080 • FAX: (800) FAX-ORDER (329-6733) www.nox-crete.com
CONSTRUCTION GROUT p. 2
Technical Data
For Commercial/Industrial Use Only
PRODUCT DESCRIPTION:
Sure-Lift (J-6) is a premium grade bondbreaker that also acts as a
cure for tilt-up construction. Sure-Lift is a long chain chemically
reactive compound that will not interfere with the bondability of
paints and coatings designed for exterior concrete when applied
according to their manufacturer’s instructions. The organic com-
pounds in Sure-Lift react with the lime in the concrete. During the
chemical reaction, a gel is produced in the surface pores of the con-
crete slab forming a water impermeable barrier. This impermeable
barrier restricts mix water (which is needed for hydration) from being
absorbed into the casting slab. The resulting downside surface of the
panel will be stronger and have a more uniform, cleaner appearance.
Sure-Lift contains a fugitive dye to aid in the application. Once an
application of Sure-Lift is dry, it resists light abrasion caused by foot
traffic during the setting of reinforcing steel.
PURPOSE:
As a bondbreaker, Sure-Lift is unsurpassed in providing a clean, easy
lift. In performance testing, Sure-Lift required less pounds of pres-
sure to release and lift panels than other major brands. Properly
applied, Sure-Lift will not transfer to or stain the panels. Painting of
the panels can be performed as soon as the moisture content in the
concrete is at an acceptable level for the paint manufacturer. Sure-Lift
is more resistant to rain and weather than resin based bondbreakers.
ADVANTAGES:
•Chemically reactive
•Panels lift easier
•Resists rain and weather, less reapplication
•Clean panels, no resin stains
•Reduces waiting period for painting
•Resists construction foot traffic abrasion
•Saves money, covers more ft2 per gallon than typical membrane
forming bondbreakers
•Contains a fugitive dye for ease of application
APPLICATION INSTRUCTIONS:
Curing New Concrete:
The use of the Day-Chem Cure & Seal: (J-22 or J-23)
@ 300-400 ft2/gal (7.4-9.8 m2/L) provides a membrane forming cure
meeting ASTM C-309, as well as a curing membrane that is compati-
ble with Sure-Lift. However, Sure-Lift can also be used to cure the
concrete slab. The timely application of the cure coat is critical to the
successful lifting of the panels.
Curing should commence immediately after the final steel troweling
and when surface water has disappeared.
Bondbreaker Coat:
Pour areas must be smooth, dense and well cured. Clean area to be
treated by sweeping or with compressed air. Just prior to placing
reinforcing steel and within two weeks of pouring panels, spray apply
Sure-Lift at 400 ft2/gal. (9.8 m2/L) to the point of rejection. Spray at
right angles to curing compound spray pattern. Wait until dry, a min-
imum of two hours, and apply a second coat at right angles to previ-
ous coat. Coverage will typically be 550 to 700 ft2/gal. (13.5 to 17.2
m2/L). If light or white spots appear within 10-40 minutes after spray-
ing, those areas are extra porous and should be fogged with water
and resprayed with Sure-Lift. Due to slab variables, such as mix
designs and slab porosity, actual coverage rate can only be deter-
mined by the presence of a soap-like feel over the entire slab. Sure-
Lift should not be over applied. Puddles and excess material must be
avoided. Wipe up excess material with squeegee or rags. Do not walk
on areas sprayed with Sure-Lift until dry. Do not apply below 35°F.
(2°C) Do not apply Sure-Lift over frost or standing surface water.
Wait until completely dry before pouring concrete.
Casting Over Old Concrete:
When casting over old concrete where Sure-Lift was not used as the
curing compound, be sure the concrete is smooth, dense, clean and
suitable for pouring panels. It is essential that a membrane of Sure-
Lift is formed at the surface prior to placing reinforcing steel and
within two weeks of pouring panels. Flood slab with water and push
off excess with squeegee. Immediately apply Sure-Lift over damp
slab to point of rejection, 300 to 500 ft2/gal. (2.8-12.3 m2/L) . After
drying, apply a second coat of Sure-Lift to point of rejection at 400 to
500 ft2/gal. (9.8-12.3 m2/L). The second coat should be applied at
right angles to the first coat. If light or white spots appear within 20-
40 minutes, reapply Sure-Lift. If light or white spots persist, fog with
water and reapply.
Before Pouring:
Always test casting slab by sprinkling a few drops of water on slab in
various places. Water should bead as if on a waxed car. The entire
treated slab must have a soap-type feel to the touch. If there have
been heavy showers, heavy foot traffic or excessive time lapse, test
water may soak into slab. This would necessitate pulling steel and
respraying. For optimal performance, flood area with water (1/8"
layer) immediately before pouring, then squeegee off excess water.
Hot Weather Procedures:
In hot weather, prior to the first bondbreaker application, flood the
slab with water to reduce its porosity and to cool it down. After
soaking the slab, squeegee off the excess water, removing all the
free water on the surface, then proceed to apply the first bondbreaker
coat. This procedure will allow the bondbreaker to remain on the sur-
face and not be absorbed into the slab. Even more critical is to flood
the pour area with water (1/8" layer) immediately before
pouring concrete.
Exposed Aggregate:
For sand-bed-exposed aggregate panels, spray sand with Sure-Lift at
11/03 2-5
SURE-LIFTTM (J-6) & SURE-LIFT FAST DRYTM (J-6)
Premium Bondbreaker
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Technical Data
300 ft2/gal. (2.8 m2/L) Then rake the sand and spray Sure-Lift again
at 300 ft2/gal. (2.8 m2/L) Compact sand. Let dry 2 to 3 hours then
place aggregate. Do not disturb the sand during placement of aggre-
gate.
Stack Panels:
In general, care must be used when applying bondbreaker to stack
panels. Stack panels tend to transfer water faster across their inter-
face thus leading to sticking. It is recommended that a membrane
forming cure and seal (J-22 or J-23) be applied prior to the bond-
breaker between each layer to lessen the chance of sticking.
Painting & Coatings:
Provided that Sure-Lift has not been over applied, painting of the
panels can be performed as soon as the moisture content in the con-
crete is at an acceptable level for the paint manufacturer. Check with
the paint manufacturer for recommendations. Migrating moisture
from the concrete panel, not Sure-Lift, may cause the paint to blister.
Painting and coating manufacturer’s instructions for preparation and
application of their product supersede information herein.
APPROXIMATE COVERAGE:
Sq. Feet per Gallon Sq. Meters per Liter
Cure:
(Smooth Finish) 400 9.8
Bondbreaker:
First Coat:
(Smooth Finish) 400 9.8
Second Coat:
(Smooth Finish) 550 – 700 13.5 – 17.2
Rate is dependent on slab porosity, wind and temperature.
DRYING TIME:
2 Hours at 70° F (21°C)
PACKAGING:
55 gal. drums (208L) and 5 gal. pails (18.9L)
CLEANUP:
Tools / Equipment use: mineral spirits,
naphtha, xylol
LIMITATIONS:
Wait until Sure-Lift is completely dry before pouring concrete. Do not
apply to reinforcing steel. Avoid over application. Wipe up puddles
with squeegee or rags. Do not walk on Sure-Lift until dry. If rain
occurs while Sure-Lift is drying, check for reapplication. For optimal
performance, flood the pour area with water (1/8" layer) immediately
before pouring concrete. Shelf life for unopened containers is one
year. Do not apply below 35°F (2°C).
WARNING:
•Use with adequate ventilation
•Keep out of the reach of children
•Do not take internally
•In case of ingestion, CALL A PHYSICIAN immediately.
DO NOT induce vomiting
Flammable Mixture. If splashed in the eyes, flush thoroughly with
clean water for a minimum of 15 minutes. CALL A PHYSICIAN
immediately. May cause irritation to the skin. If brought into contact
with the skin, wash thoroughly with soap and water. Seek medical
attention if redness or irritation occurs. Avoid breathing vapors and
spray mist. Keep away from heat, spark, open flame and other possi-
ble sources of ignition. Reseal container after each use. Wear protec-
tive clothing, gloves, and goggles. May contain mineral spirits. Safe
disposal of rags is necessary to avoid possibility of spontaneous
combustion. Read MSDS before using product.
TECHNICAL SERVICES:
Contact the technical staff for assistance at:
1-866-329-8724 • 1-913-233-1750 • FAX: 1-913-279-4806
daytonsuperiorchemical.com
WARRANTY
Warranty, Warranty Disclaimer and Exclusive Remedy – Dayton Superior Corporation warrants, for 12 months from
the date of manufacture or for the duration of the published product shelf life, whichever is less, that at the time of
shipment by (“the Company”), the product is free of manufacturing defects and conforms to (“the Company’s”) pub-
lished specifications in force on the date of acceptance by (“the Company”) of the order. (“the Company”) shall only
be liable under this warranty if the material has been applied, used, and stored in accordance with (“the Company”)
instructions in the product’s technical data sheet.
The purchaser must examine the product when received and promptly notify (“the Company”) in writing of any non-
conformity before the product is used, or no later than 30 days after such non-conformity is first discovered. If (“the
Company”), in its sole discretion, determines that the product breached the above warranty, it will, in its sole dis-
cretion, replace the non-conforming product, refund the purchase price or issue a credit in the amount of the pur-
chase price. This is the sole and exclusive remedy for breach of this warranty.
Only a (“Company”) officer is authorized to modify this warranty. The sales information on the (“the Company’s”)
website and received by the customer during the sales process does not supersede this warranty and the specifica-
tions of the product in force on the date of sale. THE FOREGOING WARRANTY SHALL BE EXCLUSIVE AND IN LIEU
OF ANY OTHER WARRANTY, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PURPOSE AND ALL OTHER WARRANTIES OTHERWISE ARISING BY OPERATION OF
LAW, COURSE OF DEALING, CUSTOM, TRADE OR OTHERWISE.
Limitation of Liability – Dayton Superior Corporation shall not be liable in contract or in tort (including, without
limitation, negligence, strict liability or otherwise) for loss of sales, revenues or profits; cost of capital or funds;
business interruption or cost of downtime, loss of use, damage to or loss of use of other property (real or person-
al); failure to realize expected savings; frustrations of economic or business expectations; claims by third parties
(other than for bodily injury), or economic losses of any kind; or for any special, incidental, indirect, consequential,
punitive or exemplary damages arising in any way out of the performance of, or failure to perform, this Agreement,
even if (“the Company”) could foresee or has been advised of the possibility of such damages. The Parties express-
ly agree that these limitations on damages are allocations of risk constituting, in part, the consideration for this
agreement, and also that such limitations shall survive the determination of any court of competent jurisdiction that
any remedy provided in these terms or available at law fails of its essential purpose.
Dayton Superior Specialty Chemical Corp • 4226 Kansas Avenue, Kansas City, KS 66016
Telephone (913) 233-1750 • Fax (913) 279-4806 • daytonsuperiorchemical.com
For Commercial/Industrial Use Only 11/032-6
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1. Product Name
Stego Wrap 10-mil
Class A Vapor Retarder
2.Manufacturer
Stego Industries, LLC
27442 Calle Arroyo, Suite A
San Juan Capistrano, CA 92675
Sales, Technical Assistance
Ph: (877) 464-7834
Fx: (949) 493-5165
www.stegoindustries.com
3. Product Description
USES: Stego Wrap 10-mil is used as
an exceptional vapor retarder, and
as a protection course for below
grade waterproofing applications.
COMPOSITION: Stego Wrap 10-mil
is a multi-layer plastic extrusion
manufactured with only the highest
grade of prime, virgin, polyolefin
resins.
SIZE: Stego Wrap 10-mil comes in
rolls 14’ x 210’ or 2,940 ft2
WEIGHT: Stego Wrap 10-mil rolls
weigh approximately 141 lb.
4. Technical Data
APPLICABLE STANDARDS
American Society for Testing &
Materials (ASTM)
•ASTM E 1745 - Standard
Specification for Water Vapor
Retarders Used in Contact with
Soil or Granular Fill Under
Concrete Slabs
•ASTM D 882 - Test Methods for
Tensile Properties of Thin Plastic
Sheeting
•ASTM D 1709 - Test Methods for
Impact Resistance of Plastic Film
by Free-Falling Dart Method
•ASTM E 96 - Test Methods for
Wa ter Vapor Transmission of
Materials
•ASTM E 154 - Test Methods for
Wa t er Vapor Retarders Used in
Contact with Earth under
Concrete Slabs, on Walls, or as
Ground Cover
•ASTM E 631 - Terminology of
Building Constructions
Vapor Retarders
07260, 03300
•ASTM F 1249 - Test Method for
Wa ter Vapor Transmission Rate
Through Plastic Film and
Sheeting Using a Modulated
Infrared Sensor
•ASTM E 1643 - Standard Practice for
Installation of Water Vapor Retarders
Used in Contact with Earth or
Granular Fill Under Concrete Slabs
American Concrete Institute (ACI)
•ACI 302.1R-96 Minimum
Thickness (10-mils)
ENVIRONMENTAL FACTORS
Stego Wrap 10-mil can be used in
systems for the control of soil gases
(radon, methane), soil poisons
(oil by-products) and sulfates.
5. Installation
UNDERSLAB: Unroll Stego Wrap
10-mil over an aggregate, sand or
tamped earth base. Overlap all
seams a minimum of 6” and tape
using Stego Tape. All penetrations
must be sealed using a combination
of Stego Wrap, Stego Tape and/or
Stego Mastic.
VERTICAL WALL: Install Stego Wrap
10-mil over the waterproofing
membrane while still tacky.
Mechanically fasten Stego Wrap to
the wall at the top with termination
bar and concrete nails. Drape Stego
Wrap down across the footer and
under the french drain.
6. Availability & Cost
Stego Wrap 10-mil is available
nationally via building supply
distributors. For current cost
information, contact your local
Stego Wrap distributor or Stego
Industries’ sales department.
7. Warranty
Stego Industries, LLC believes to the
best of its knowledge, that
specifications and recommend-
ations herein are accurate and
reliable. However, since site
conditions are not within its control,
Stego Industries does not guarantee
results from the use of the
information provided and disclaims
all liability from any loss or damage.
No warranty, express or implied, is
given as to the merchantability,
fitness for a particular purpose, or
otherwise with respect to the
products referred to.
8. Maintenance
None required.
9.Technical Services
Technical advice, custom CAD
drawings, and additional
information can be obtained by
contacting Stego Industries’
technical assistance department or
via the website:
www.stegoindustries.com
10.Filing Systems
• SpecSource
• Stego Industries’ website
• MasterSpec
STEGO D
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TABLE 1: PHYSICAL PROPERTIES OF STEGO WRAP 10-MIL VAPOR RETARDER
Property & Test Stego Wrap 10-Mil
Underslab Vapor Retarders, ASTM E 1745 Class A, B & C Exceeds
Water Vapor Permeance, ASTM E 96 & ASTM F 1249 0.036 perms
Tensile Strength, ASTM D 882 54.4 lbf./in.
Puncture Resistance, ASTM D 1709 2340 grams
Chemical Resistance, ASTM E 154 Unaffected
Life Expectancy, ASTM E 154 Indefinite
STEGO INDUSTRIES, LLC
Stego®Wrap 10-mil Class A
10/03