Prologis 5A/5B-SB180131 (2)
Submittal
Prologis One Twenty One Buildings 5A & 5B
Job No. 21001682
· Concrete Mix Design
Structure Tone Southwest, Inc.
Review of these shop drawing or submittals does not
relieve the subcontractor of his responsibility for full
compliance with the plans, specifications, and contract
documents. Dimensions, quantities, errors, omissions,
and the furnishing of all items required, whether shown
on this drawing or not, shall remain the responsibility of
the subcontractor.
Submittal No. 030000-002 Job No. 21001682
Reviewed By: Colin Kimball Date: 01/31/18
01/30/2018Date:
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:
PROLOGIS PARK 121 5A & 5B - COPPELL
COPPELL, TEXASLocation:
AirSlumpf 'cMix NumberUsage w/c+p
5233.PAVING WITH CURB 3500 3.00 - 5.00" 0.50 3.0 - 6.0%
5177.SIDEWALKS & MISC. SITE
ITEMS
3000 3.00 - 5.00" 0.51 3.0 - 6.0%
5150.PIERS 3000 3.00 - 5.00" 0.53 0.0 - 3.0%
5177.PIER CAPS, GRADE BEAMS
& DOCK WALLS
3000 3.00 - 5.00" 0.51 3.0 - 6.0%
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.
1992 - 2018 Digital Site Systems, Inc.
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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 - 2018 Digital Site Systems, Inc.
Page 2
SM
Quadrel iService
Client:
Project:
PAVECON COMMERCIAL CONCRETE
Concrete Mix Design
Date:01/30/2018
Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
PROLOGIS PARK 121 5A & 5B - COPPELL
COPPELL, TEXAS
Mix Number:5233.
Strength @ 28 Days: 3500 psi
1.0 Cubic Yard by Weight - SSD
PAVING WITH CURBUsage:
SSD WeightsMaterials:
395Cement lbsASTM C-150 Type I/II
99Fly Ash lbsASTM C-618 Class C or F
1666Coarse Aggregate lbsASTM C-33 1"-#4 Crushed Stone
1447Fine Aggregate lbsASTM C-33 Concrete Sand
249Water 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: 142.80 pcf
lbs
w/cm Ratio:
Slump:
0.50
3.00 - 5.00 inches
Fly Ash Replacement:
3.0 - 6.0 %Air Content:
20.0 %
3857
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 - 2018 Digital Site Systems, Inc.
Page 3
SM
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Date:1/30/2018
# of Occ.Histogram for 28 Day Strength %/PSI
Mix Name:5233.
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 4.47 4.21 3340 4660 390 4020
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
------------------------------------------------------------------------------
63201883 3/23/2016 4.75 4.00 3310 4620
62994917 4/5/2016 4.75 3.20 3940 4080
63204358 4/25/2016 4.00 3.20 3100 4000 4230
64405120 4/26/2016 3.75 3.10 3180 4180 4090
64406045 5/6/2016 4.00 2.30 3480 4810 4330
64406051 5/6/2016 3.25 3.40 2920 4300 4430
64406039 5/6/2016 4.50 3.60 3320 4460 4520
63726439 1/25/2017 4.00 5.10 3740 5050 4600
63726458 1/25/2017 4.25 4.80 3530 4990 4830
63726462 1/25/2017 3.00 5.40 3630 4960 5000
63726478 1/25/2017 3.50 3.90 3680 5420 5120
62847392 2/8/2017 5.00 4.50 2920 4620 5000
63727093 2/8/2017 5.00 4.80 3070 4390 4810
63727085 2/8/2017 5.25 5.00 3760 5140 4720
64426912 2/13/2017 4.75 4.30 3520 5070 4870
63727258 2/13/2017 5.00 4.10 3260 4830 5010
63727248 2/13/2017 4.50 3.80 3310 4740 4880
63727272 2/13/2017 5.00 5.10 3040 4090 4560
64429336 3/14/2017 6.25 4.30 3130 4800 4550
64429372 3/14/2017 6.50 4.60 3090 4510 4470
1992 - 2018 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
64429397 3/14/2017 5.25 4.90 2410 3800 4370
64429315 3/14/2017 5.75 3.70 3660 5000 4430
63012890 4/12/2017 4.50 4.00 2920 4570 4450
63012912 4/12/2017 4.00 4.90 3410 5030 4870
76837366 4/12/2017 4.50 5.10 3300 4950 4850
76837352 4/12/2017 3.50 4.70 3690 4950 4980
76837452 4/14/2017 3.50 3.80 3020 4320 4740
63729936 4/14/2017 4.00 4.20 3810 5010 4760
63729959 4/14/2017 4.00 4.10 3320 4350 4560
63729927 4/14/2017 4.00 4.30 3880 4770 4710
1992 - 2018 Digital Site Systems, Inc.
Page 5
SM
Quadrel iService
Client:
Project:
PAVECON COMMERCIAL CONCRETE
Concrete Mix Design
Date:01/30/2018
Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
PROLOGIS PARK 121 5A & 5B - 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
1486Fine 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: 143.11 pcf
lbs
w/cm Ratio:
Slump:
0.51
3.00 - 5.00 inches
Fly Ash Replacement:
3.0 - 6.0 %Air Content:
20.0 %
3866
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 - 2018 Digital Site Systems, Inc.
Page 6
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Quadrel iService
Date:1/30/2018
# 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 4.58 4.18 1620 3120 4300 410 3550
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
------------------------------------------------------------------------------
63342938 9/21/2017 4.50 3.50 2250 3810
63020684 9/25/2017 4.00 5.00 3280 4340
76843458 9/25/2017 4.50 4.00 2730 3710 3950
62573837 9/26/2017 5.00 4.50 3420 4770 4270
62573764 9/26/2017 5.00 3.50 2680 4060 4180
62574199 10/4/2017 5.00 4.50 2510 3740 4190
83103524 10/4/2017 4.00 4.70 3870 3970 3920
63020952 10/5/2017 4.25 5.50 2950 3970 3890
63021064 10/9/2017 5.00 4.00 2590 3530 3820
83103968 10/9/2017 5.00 4.00 3110 4240 3910
63021214 10/11/2017 4.50 4.90 3420 4800 4190
62575344 10/20/2017 4.50 3.60 3910 4860 4630
62576094 10/30/2017 5.00 4.50 3090 4490 4720
63345478 11/1/2017 4.00 3.90 3150 4070 4470
63345467 11/1/2017 3.50 3.60 3110 3980 4180
63586701 11/7/2017 6.00 3.30 3770 4910 4320
63022380 11/14/2017 5.00 4.50 2860 4150 4350
63022389 11/14/2017 5.00 4.00 3030 4550 4540
63022399 11/14/2017 5.00 4.00 2400 3680 4130
63022411 11/14/2017 4.50 3.75 3280 4890 4370
1992 - 2018 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
74149576 11/14/2017 5.00 5.00 2620 4090 4220
63346219 11/15/2017 4.25 3.20 3080 4070 4350
63346211 11/15/2017 5.00 3.50 3370 4450 4210
63413778 11/15/2017 5.00 3.50 3070 4300 4280
83107302 11/16/2017 3.50 4.50 3180 4310 4350
64448042 11/17/2017 3.50 3.50 3780 4630 4410
83107538 11/20/2017 3.50 3.25 3740 4600 4510
74149842 11/22/2017 5.50 5.10 3150 4950 4730
83109542 12/15/2017 4.00 5.00 3100 4620 4720
64047531 12/15/2017 5.00 5.50 1620 3110 4570 4710
1992 - 2018 Digital Site Systems, Inc.
Page 8
SM
Quadrel iService
Client:
Project:
PAVECON COMMERCIAL CONCRETE
Concrete Mix Design
Date:01/30/2018
Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
PROLOGIS PARK 121 5A & 5B - COPPELL
COPPELL, TEXAS
Mix Number:5150.
Strength @ 28 Days: 3000 psi
1.0 Cubic Yard by Weight - SSD
PIERSUsage:
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 - 2018 Digital Site Systems, Inc.
Page 9
SM
Quadrel iService
Date:1/30/2018
# 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 4.51 1.49 3160 4480 610 3930
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
------------------------------------------------------------------------------
76843336 9/20/2017 3.25 1.40 2690 3710
64045850 9/26/2017 4.00 1.20 3690 5500
76843626 10/9/2017 5.00 1.20 3200 4480 4560
64445773 10/10/2017 4.50 1.70 4060 5270 5080
63021273 10/12/2017 4.00 2.80 2730 3920 4560
64445996 10/12/2017 5.75 1.50 3380 4550 4580
63344568 10/16/2017 4.25 2.50 3110 4110 4190
83104891 10/18/2017 4.00 1.70 2730 3800 4150
63021514 10/19/2017 3.75 2.00 3210 4710 4210
63021761 10/25/2017 4.50 1.60 2610 4330 4280
76843893 10/25/2017 5.25 1.20 3210 4320 4450
63021789 10/26/2017 4.75 2.50 2940 3730 4130
62575975 10/28/2017 2910 5120 4390
62576501 11/4/2017 5.00 1.30 2320 3500 4120
63022334 11/10/2017 3.00 1.20 3240 4440 4360
63022510 11/17/2017 5.00 1.20 2210 3510 3820
63022520 11/17/2017 4.75 1.00 2770 3910 3950
76844311 11/17/2017 5.00 1.40 3260 4760 4060
76844304 11/17/2017 5.00 1.30 2800 3770 4150
64448229 11/20/2017 4.75 1.70 3380 4220 4250
1992 - 2018 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
63022650 11/21/2017 5.25 1.40 2930 3930 3970
64448462 11/22/2017 5.00 1.20 3410 5150 4430
63023067 12/6/2017 6.00 1.10 3380 5010 4700
63023136 12/7/2017 5.00 0.90 3890 5410 5190
63023158 12/8/2017 4.00 0.80 3990 5040 5150
63023285 12/11/2017 4.00 1.00 2930 4530 5000
62578642 12/12/2017 3.00 1.80 3700 5080 4880
63023395 12/13/2017 4.00 1.40 3360 4760 4790
63023449 12/14/2017 4.00 1.50 3450 5520 5120
63023494 12/15/2017 5.00 1.70 3230 4430 4900
1992 - 2018 Digital Site Systems, Inc.
Page 11
SM
Quadrel iService
Client:
Project:
PAVECON COMMERCIAL CONCRETE
Concrete Mix Design
Date:01/30/2018
Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
PROLOGIS PARK 121 5A & 5B - COPPELL
COPPELL, TEXAS
Mix Number:5177.
Strength @ 28 Days: 3000 psi
1.0 Cubic Yard by Weight - SSD
PIER CAPS, GRADE BEAMS & DOCK WALLSUsage:
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
1486Fine 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: 143.11 pcf
lbs
w/cm Ratio:
Slump:
0.51
3.00 - 5.00 inches
Fly Ash Replacement:
3.0 - 6.0 %Air Content:
20.0 %
3866
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 - 2018 Digital Site Systems, Inc.
Page 12
SM
Quadrel iService
Date:1/30/2018
# 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 4.58 4.18 1620 3120 4300 410 3550
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
------------------------------------------------------------------------------
63342938 9/21/2017 4.50 3.50 2250 3810
63020684 9/25/2017 4.00 5.00 3280 4340
76843458 9/25/2017 4.50 4.00 2730 3710 3950
62573837 9/26/2017 5.00 4.50 3420 4770 4270
62573764 9/26/2017 5.00 3.50 2680 4060 4180
62574199 10/4/2017 5.00 4.50 2510 3740 4190
83103524 10/4/2017 4.00 4.70 3870 3970 3920
63020952 10/5/2017 4.25 5.50 2950 3970 3890
63021064 10/9/2017 5.00 4.00 2590 3530 3820
83103968 10/9/2017 5.00 4.00 3110 4240 3910
63021214 10/11/2017 4.50 4.90 3420 4800 4190
62575344 10/20/2017 4.50 3.60 3910 4860 4630
62576094 10/30/2017 5.00 4.50 3090 4490 4720
63345478 11/1/2017 4.00 3.90 3150 4070 4470
63345467 11/1/2017 3.50 3.60 3110 3980 4180
63586701 11/7/2017 6.00 3.30 3770 4910 4320
63022380 11/14/2017 5.00 4.50 2860 4150 4350
63022389 11/14/2017 5.00 4.00 3030 4550 4540
63022399 11/14/2017 5.00 4.00 2400 3680 4130
63022411 11/14/2017 4.50 3.75 3280 4890 4370
1992 - 2018 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
74149576 11/14/2017 5.00 5.00 2620 4090 4220
63346219 11/15/2017 4.25 3.20 3080 4070 4350
63346211 11/15/2017 5.00 3.50 3370 4450 4210
63413778 11/15/2017 5.00 3.50 3070 4300 4280
83107302 11/16/2017 3.50 4.50 3180 4310 4350
64448042 11/17/2017 3.50 3.50 3780 4630 4410
83107538 11/20/2017 3.50 3.25 3740 4600 4510
74149842 11/22/2017 5.50 5.10 3150 4950 4730
83109542 12/15/2017 4.00 5.00 3100 4620 4720
64047531 12/15/2017 5.00 5.50 1620 3110 4570 4710
1992 - 2018 Digital Site Systems, Inc.
Page 14
SM
Quadrel iService
Client:
Project:
PAVECON COMMERCIAL CONCRETE
Concrete Mix Design
Date:01/30/2018
Lattimore Materials Corp.
15900 DOOLEY ROAD
ADDISON TX 75001
(972) 221-4646 (main)
(972) 221-9647 (fax)
PROLOGIS PARK 121 5A & 5B - 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 - 2018 Digital Site Systems, Inc.
Page 15
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Date:1/30/2018
# 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 5.40 1.62 3230 3910 5010 450 4610
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
------------------------------------------------------------------------------
62823292 3/25/2015 4.50 2.00 4260 5360
63701477 3/25/2015 5.00 2.00 3940 5310
62825001 5/18/2015 4.50 1.60 4580 5360 5350
63841897 6/3/2015 5.00 2.30 4280 5380 5350
71012660 6/5/2015 5.00 2.30 4930 5270 5340
63897984 7/14/2015 5.50 1.60 4360 5590 5410
63843640 8/13/2015 4.00 2.20 4070 5280 5380
63844042 8/28/2015 5.00 1.50 3270 4150 5300 5390
63709614 1/5/2016 8.50 1.80 4590 5460 5350
63709609 1/5/2016 7.00 2.50 3910 5290 5350
62991160 1/14/2016 7.00 1.60 4170 5530 5430
63709924 1/14/2016 7.00 1.70 3910 5420 5410
63709908 1/14/2016 7.00 1.80 3870 5270 5410
63203488 4/7/2016 5.00 1.50 2810 4170 4950
63203449 4/7/2016 4.75 1.40 3270 4650 4690
63307812 4/7/2016 5.00 1.70 4070 5130 4650
63203970 4/15/2016 4.75 1.70 3820 3620 5020 4930
63203987 4/15/2016 4.75 1.10 2980 3430 4300 4820
63204011 4/15/2016 5.00 1.00 2860 3150 4140 4490
63203946 4/15/2016 5.00 1.00 3520 4550 4330
1992 - 2018 Digital Site Systems, Inc.
Page 16
SM
Quadrel iService
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
62999065 7/7/2016 5.00 1.50 3310 4470 4390
62999056 7/7/2016 5.00 1.50 3840 4880 4630
63717406 7/7/2016 5.00 2.50 4600 5440 4930
62548992 11/15/2016 3.50 1.50 3900 5040 5120
62548993 11/15/2016 4.00 1.00 3480 4770 5080
62548990 11/15/2016 3.00 2.00 4360 5570 5130
63240535 6/23/2017 7.25 1.20 4070 5020 5120
63240568 6/23/2017 5.50 1.10 3640 4360 4980
63240597 6/23/2017 6.50 1.00 3420 4470 4620
63240498 6/23/2017 8.00 0.90 3670 4580 4470
1992 - 2018 Digital Site Systems, Inc.
Page 17
SM
Quadrel iService
ConstructionSika® Air
Air Entraining Admixture
Description Sika Air admixture is an aqueous solution of organic materials.
Sika Air meets the requirements of ASTM C-260 for air entraining admixtures.
Applications Sika Air is recommended for use whenever air entrained concrete is desired.
Ready-mix, precast and block producers can achieve predictable and uniform
entrained air contents in concrete, even where harsh lean mixes are used or
fly-ash is added to the concrete.
Advantages Durability:
Air entrainment is recognized as the most effective prevention against con-
crete scaling in exposed environments. Air entrained concrete delivers par-
ticular benefits in the form of increased concrete durability. This is important
in colder climates where frost and freeze-thaw cycles can cause scaling and
damage to the concrete surface.
Air entraining agents help to prevent scaling by creating microscopic air
voids that water trapped in the concrete can expand into when the concrete
freezes, thus preventing cracks caused by the natural expansion. Entrained
air voids in the concrete will also increase durability in harsh environments
where concrete is exposed to deicing salts, marine salts and sulfates.
Workability and Placeability:
Workability and placeability are also improved by the lubricating action of the
microscopic bubbles in the concrete. Concrete will flow better, and bleeding
and shrinkage will be reduced because less water is needed to obtain the
desired workability.
How to Use
Dosage Dosage rates for Sika Air will typically fall between 0.5 and 3 fl. oz. per 100
lbs. (32 - 195 ml/100 kg) of cementitious to entrain between 4 and 6 percent
air. Higher air contents may be obtained by increasing the dosage rate.
Dosage rates will vary depending on the air content required for a particular
project. Typically air contents will be specified in the range of 4 to 8 percent by
volume.
Other factors that may affect the amount of air entrained into the concrete
including total cementitious content, type of pozzolanic materials, sand grada-
tion, salt/clay in aggregates, temperature and water content. The use of fly
ash, particularly high LOI fly ash, can result in a higher dosage of air entrain-
ment. Sika recommends that trial mixes be performed whenever material or
any other changes are made that may affect the amount of entrained air.
In mixes requiring a lower or higher amount dosage rate, please contact your
local regional Sika office or Sika technical service department at 1-800-933-
7452 for further information.
Product Data Sheet
Edition 09.25.2009
Identification no. 147-540
Sika Air
ConstructionKEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation (“Sika”) concerning Sika products, including but not limited to, any recommendations and advice
relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products
when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-
als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no
liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be
created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika
product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s)
are subject to its current terms and conditions of sale which are available at www.sikacorp.com or by calling 800-933-7452.
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most cur-
rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or
800-933-7452. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.
SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties
on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and
assumes all risks. Buyer’s sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor.
NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTIBILITY
OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR
SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN
A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS.
Sika Canada Inc.
601, Delmar 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.
ConstructionPlastocrete® 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
ConstructionKEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation (“Sika”) concerning Sika products, including but not limited to, any recommendations and advice
relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products
when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-
als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no
liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be
created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at www.sikacorp.com or by calling 800-933-7452.
Prior to each use of any Sika product, the user must always read and follow the warnings and instructions on the product’s most cur-rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www.sikaconstruction.com or
800-933-7452. Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction
for each Sika product as set forth in the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.
SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties
on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of product for intended use and
assumes all risks. Buyer’s sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor.
NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTIBILITY
OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR
SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN
A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS.
Sika Canada Inc.
601, Delmar 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.
ConstructionPlastiment® ES
Water-reducing and Retarding Admixture
Description Plastiment ES is a water-reducing and retarding admixture. Plastiment ES meets
the requirements of ASTM C-494 as Types B and D and AASHTO M194 Types B
and D admixture.
Applications Plastiment ES should be used when a controlled delay in set time or increase in
slump life of concrete is desired. Plastiment ES can be utilized in concrete used
for flatwork and horizontal or vertical slipform placements. Use of Plastiment ES
provides a superior surface finish.
Benefits ▪ Improves slump life and delays set time of concrete
▪ Slows down the rate of cement hydration reaction and controls concrete
temperature
▪ Provides sufficient time for proper placement and finishing of concrete without
cold joints in hot weather conditions
▪ In flatwork applications, Plastiment ES acts as a finishing aid, improves work-
ability, controls bleeding and provides a superior surface finish
▪ In mass concrete pours, Plastiment ES controls temperature rise and reduces
the risk of thermal cracking
▪ Reduces permeability and enhances durability by allowing to reduce the water
cement ratio
▪ Improves early and later age compressive and flexural strength
▪ Improves homogeneity in the mix and reduces chances of segregation.
Refer to ACI 305R Hot Weather Concreting for more information. Plastiment ES
does not contain calcium chloride or any other intentionally added chlorides.
How to Use
Dosage Dosage rates will vary depending on factors such as materials used, concrete
temperature, ambient temperature and specific requirements of the project.
For general concrete applications, Sika recommends a dosage rate of 2 - 4 fl.
oz./100 lbs. (130-260 ml/100 kg) of cementitious materials. Exact dosages for a
particular application should be determined by conducting trial mixes. Dosages
outside the recommended range can be used to meet specific project require-
ments after conducting trial mixes.
For more information please contact your local regional office or technical service
department at 1-800-933-7452.
Mixing Add Plastiment ES at the concrete plant. Measure required quantity manually or
by automated dispenser. Add into the water line at the batch plant or directly into
the concrete at the end of the mixing cycle. Do not mix with dry cement.
Combination with other admixtures: Plastiment ES is compatible with other
Sika admixtures. When used in combination with other admixtures, each
admixture should be added to the concrete separately.
Product Data Sheet
Edition 6.1.2009
Identification no.
Plastiment ES
ConstructionKEEP CONTAINER TIGHTLY CLOSED • KEEP OUT OF REACH OF CHILDREN • NOT FOR INTERNAL CONSUMPTION • FOR INDUSTRIAL USE ONLY
All information provided by Sika Corporation (“Sika”) concerning Sika products, including but not limited to, any recommendations and advice
relating to the application and use of Sika products, is given in good faith based on Sika’s current experience and knowledge of its products
when properly stored, handled and applied under normal conditions in accordance with Sika’s instructions. In practice, the differences in materi-
als, substrates, storage and handling conditions, actual site conditions and other factors outside of Sika’s control are such that Sika assumes no
liability for the provision of such information, advice, recommendations or instructions related to its products, nor shall any legal relationship be
created by or arise from the provision of such information, advice, recommendations or instructions related to its products. The user of the Sika
product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with the full application of the product(s).
Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s)
are 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.