ST9905-SP070223
LMC
Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
(972) 221-4646 (main)
(972) 221-4100 (fax)
vvww.latti morem ate vials. com
~ Concrete Mix Design ~
Date: 17-Oct-06
Client: Iowa Bridge & Culvert
Project: Bethel Road & Bass Pro Drive
Coppell, Texas
Materials: Cement: ASTM C-150, Type I/ll
Flyash: ASTM C-618, Class F
Coarse Agg.: ASTM C 33, 1"- #4 Crushed
Fine Agg.: ASTM C-33, Concrete Sand
Admixtures: ASTM C 494, Type A or D
ASTM C-260
1 Cubic Yard By Weight - S
Use
Mix No.
Strength @ 28 Days
Cement
Coarse Aggregate
Fine Aggregate
Water
Admixture Water Reducer
AEA
Total Weight
Unit Weight
W/Cm Ratio
Fly Ash Replacement
Maximum Temperature
Slump
Entrained Air
Class A
1261 (5 SK
3000 psi
Air
470 Ibs
0 Ibs
1850 Ibs
1354 Ibs
250 Ibs
19 ozs
3_1 ozs
3924 Ibs
145.34 pcf
0.53
0%
95°F
3-5 inches
3-6%
p~pEVIEWED
^ REVISE AND
RESUBMIT
^ REJECTED
^ FURNISH A~
CORRECTED
Corrections or comments made on the shop
dra~vings during this review do not relieve con-
tractor lrom compliance with requirements of
the drawings and specifications. This check is
only for review of the general conformance with
the design concept of the project and general
compliance with the information given In the
contract documents. The contractor Is responsi-
ble for: Confirming and correlating all quantities
and dimensions; selecting fabrication processes
and techniques o1 construction; coordinating his
or her work with that o1 all other trades and
performing all work in a safe and satisfactory
manner.
23/x7
ST~~s
Lattimore Materials Company guarantees the above mix design will achieve the specified strength when tested and evaluated in
accordance with ASTM C172, C31, C39 and C94 (Including proper initial curing as per ASTM C31 Section 10.1.2), and when the
recommended procedures for placement and curing outlined in ACI 305 and ACI 306 are followed.
In accordance with ASTM C94, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded
to our Quality Control Department (fax 972-221-9647) as soon as available. Failure to forward reports in a timely fashion can delay
response time in dealing with concrete concerns as well as future project submittals.
This mix design submittal, price quote, or material specifle information (aggregate properties, grading, material composition, or other
information regarding materials manufactured by Lattimore Materials Company) is proprietary and confidential and not to be shared
or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated ofricial of
Lattimore Materials Company. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest
extent of the law.
LMC
Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
(972) 221-4646 (main)
(972) 221-4100 (fax)
www.latti morematerials.com
~ Concrete Mix Design ~
Date: 17-Oct-06
Client: Iowa Bridge & Culvert
Project: Bethel Road & Bass Pro Drive
Coppell, Texas
Materials: Cement: ASTM C-150, Type I/II
Flyash: ASTM C-618, Class F
Coarse Agg.: ASTM C 33, 1 "- #4 Crushed Stone
Fine Agg.: ASTM C-33, Concrete Sand
Admixtures: ASTM C 494, Type A or D
ASTM C-260
1 Cubic Yard By Weight - SSD
Use Class B
Mix No. 1055 (4 SK ,WR,AIR)
Strength @ 28 Days 2000 psi
Air
Cement 376 Ibs
0 Ibs
Coarse Aggregate 1850 Ibs
Fine Aggregate 1451 Ibs
Water 243 Ibs
Admixture Water Reducer 15 ozs
AEA 2_4 ozs
Total Weight 3920 Ibs
Unit Weight 145.18 pcf
W/Cm Ratio 0.65
Fly Ash Replacement 0%
Maximum Temperature 95 ° F
Slump 3-5 inches
Entrained Air 3-6%
Lattimore Materials Company guarantees the above mix design will achieve the specified strength when tested and evaluated in
accordance with ASTM C172, C31, C39 and C94 (including proper initial curing as per ASTM C31 Section 10.1.2), and when the
recommended procedures for placement and curing outlined in ACI 305 and ACI 306 are followed.
In accordance with ASTM C94, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded
to our Quality Control Department (fax 972-221-9647) as soon as available. Failure to forward reports in a timely fashion can delay
response time in dealing with concrete concerns as well as future project submittals.
This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or other
information regarding materials manufactured by Lattimore Materials Company) is proprietary and confidential and not to be shared
or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of
Lattimore Materials Company. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest
extent of the law.
.~K ~ :,
Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
(972) 221-4646 (main)
(972) 221-4100 (fax)
www. I atti m o re m ate ri a l s. c o m
~ Concrete Mix Design ~
Date: 17-Oct-06
Client: Iowa Bridge & Culvert
Project: Bethel Road & Bass Pro Drive
Coppell, Texas
Materials: Cement: ASTM C-150, Type I/ll
Flyash: ASTM C-618, Class F
Coarse Agg.: ASTM C 33, 1 "- #4 Crushed Stone
Fine Agg.: ASTM C-33, Concrete Sand
Admixtures: ASTM C 494, Type A or D
ASTM C-260
1 Cubic Yard By Weight - SSD
Use Class C
Mix No. 1701 (6 SK ,WR,AIR)
Strength @ 28 Days 3600 psi
Air
Cement 564 Ibs
0 Ibs
Coarse Aggregate 1850 Ibs
Fine Aggregate 1260 Ibs
Water 256 Ibs
Admixture Water Reducer 23 ozs
AEA 3_7 ozs
Total Weight 3930 Ibs
Unit Weight 145.57 pcf
W/Cm Ratio 0.45
Fly Ash Replacement 0%
Maximum Temperature 95 ° F
Slump 3-5 inches
Entrained Air 3-6%
Lattimore Materials Company guarantees the above miz design will achieve the specified strength when tested and evaluated in
accordance with ASTM C172, C31, C39 and C94 (including proper inkial curing as per ASTM C31 Section 10.1.2), and when the
recommended procedures for placement and curing outlined in AC1305 and ACI 306 are followed.
In accordance with ASTM C94, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded
to our Quality Control Department (fax 972-221-9647) as soon as available. Failure to forward reports in a timely fashion can delay
response time in dealing with concrete concerns as well as future project submittals.
This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or other
information regarding materials manufactured by Lattimore Materials Company) is proprietary and confidential and not to be shared
or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of
Lattimore Materials Company. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest
extent of the law.
LMC
~~~,r•~,- .~.
Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
(972) 221-4646 (main)
(972) 221-4100 (fax)
www.Iattimorematerials.com
~ Concrete Mix Design ~
Date: 17-Oct-06
Client: Iowa Bridge & Culvert
Project: Bethel Road & Bass Pro Drive
Coppell, Texas
Materials: Cement: ASTM C-150, Type I/ll
Flyash: ASTM C-618, Class F
Coarse Agg.: ASTM C 33, 1 "- #4 Crushed Stone
Fine Agg.: ASTM C-33, Concrete Sand
Admixtures: ASTM C 494, Type A or D
ASTM C-260
1 Cubic Yard By Weight - SSD
Use
Mix No.
Strength @ 28 Days
Cement
Coarse Aggregate
Fine Aggregate
Water
Admixture Water Reducer
AEA
Total Weight
Unit Weight
W/Cm Ratio
Fly Ash Replacement
Maximum Temperature
Slump
Entrained Air
Class S
1851 (6.5 SK ,WR,AIR)
4000 psi
Air
611 Ibs
0 Ibs
1850 Ibs
1192 Ibs
267 Ibs
24 ozs
4_0 ozs
3920 Ibs
145.20 pcf
0.44
0%
95°F
3-5 inches
3-6%
Lattimore Materials Company guarantees the above mix design will achieve the specified strength when tested and evaluated in
accordance with ASTM C172, C31, C39 and C94 (including proper initial curing as per ASTM C31 Section 10.1.2), and when the
recommended procedures for placement and curing outlined in ACI 305 and ACI 306 are followed.
In accordance with ASTM C94, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded
to our Quality Control Department (fax 972-221-9647) as soon as available. Failure to forward reports in a timely fashion can delay
response time in dealing with concrete concerns as well as future project submittals.
This mix design submittal, price quote, or material specific information (aggregate properties, grading, material composition, or other
information regarding materials manufactured by Lattimore Materials Company) is proprietary and confidential and not to be shared
or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of
Lattimore Materials Company. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest
extent of the law.
LMC
Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
(972) 221-4646 (main)
(972) 221-4100 (fax)
www. latti moremateri a Is. corn
~ Concrete Mix Design ~
Date: 17-Oct-06
Client: Iowa Bridge & Culvert
Project: Bethel Road & Bass Pro Drive
Coppell, Texas
Materials: Cement: ASTM C-150, Type I/II
Flyash: ASTM C-618, Class F
Coarse Agg.: ASTM C 33, 1 "- #4 Crushed Stone
Fine Agg.: ASTM C-33, Concrete Sand
Admixtures: ASTM C 494, Type F
ASTM C-260
1 Cubic Yard By Weight - SSD
Use Class SS
Mix No. 9091 (7 SK ,SP,AIR)
Strength @ 28 Days 3600 psi
Air
Cement 658 Ibs
0 Ibs
Coarse Aggregate 1850 Ibs
Fine Aggregate 1198 Ibs
Water 250 Ibs
Admixture Superplasticizer 53 ozs
AEA 4_3 ozs
Total Weight 3956 Ibs
Unit Weight 146.51 pcf
W/Cm Ratio 0.38
Fly Ash Replacement 0%
Maximum Temperature 95 ° F
Slump 6-9 inches
Entrained Air 3-6%
Lattimore Materials Company guarantees the above mix design will achieve the specified strength when tested and evaluated in
accordance with ASTM C172, C31, C39 and C94 (including proper initial curing as per ASTM C31 Section 10.1.2), and when the
recommended procedures for placement and curing outlined in ACI 305 and ACI 306 are followed.
In accordance with ASTM C94, Lattimore Materials Company shall receive all copies of testing reports, and they should be forwarded
to our Quality Control Department (faz 972-221-9647) as soon as available. Failure to forward reports in a timely fashion can delay
response time in dealing with concrete concerns as well as future project submittals.
This mix design submittal, price quote, or material speck information (aggregate properties, grading, material composition, or other
informatoon regarding materials manufactured by Lattimore Materials Company} is proprietary and confidential and not to ba shared
or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of
Lattimore Materials Company. Any unauthorized person or entity in possession of this information will be prosecuted to the fullest
extent of the law.
I-~.~~ ~ Field Test Data
Contractor: The Seck Group
Project: Southlake Town Square
Southlake, Texas
i.ahnrafnrv_ Terracon
Mix No. 1261
Data Updated: 05/15/06
Design Strength f~: 3000 psi
Data Represents: 42 Tests
Ave. Slump: 5.48 Avg. Air% 5.22
Basis for Selection
ACI 318, Section 5.3.2.1 (5-1)
Standard Deviation: 478 psi
Required Strength f~~: 3641 psi
Average Strength: 3920 psi
Conc. 7 Dav Data 28 Dav Compressive Strength Data 28 Day 28 Day
# Date Slump Temp Air% Cyl.l 7Avg. Cyl.l Cy1.2 SetAvg Avg./3 Range St.Dev. Run.Avg.
1 11/]0/OS 7.25 62 4.30 1970 1970 33ZU SLIU ssvu ~u ~wv
2 11/16/05 6.25 52 5.40 3270 3270 4770 4880 4830 110 1082 4070
3 11/22/05 5.00 59 4.00 2710 2710 3740 3950 3850 3990 210 775 3990
4 11/23/05 6.00 57 5.00 2380 2380 3610 3220 3420 4030 390 695 3850
5 11/29/05 5.50 67 3.90 3300 3300 4320 4240 4280 3850 80 632 3940
6 11/30/OS 6.00 52 6.40 2600 2600 3630 3630 3630 3780 0 579 3890
7 12/05/05 4.50 57 4.00 3320 3320 4280 4760 4520 4140 480 580 3980
8 12/12/05 6.00 58 5.50 4220 4220 4610 4120 4370 4170 490 555 4030
9 12/19/05 4.00 58 5.10 3030 3030 3920 4090 4010 4300 170 519 4020
10 12/22/05 4.50 54 5.70 3060 3060 4260 4460 4360 4250 200 501 4060
11 12/28/05 5.00 74 6.00 2910 2910 3880 3810 3850 4070 70 479 4040
12 12/29/05 4.50 77 4.90 3110 3110 3520 3950 3740 3980 430 465 4010
13 01/03/06 6.00 71 5.30 2790 2790 3380 3360 3370 3650 20 480 3960
14 01/05/06 5.75 60 5.50 2990 2990 3560 3780 3670 3590 220 467 3940
15 01/10/06 3.50 62 4.20 3630 3630 4650 4850 4750 3930 200 496 4000
16 01!11/06 4.00 64 4.80 3210 3210 5000 4760 4880 4430 240 528 4050
17 01/17/06 7.00 58 7.20 2360 2360 3480 3290 3390 4010 190 536 4010
18 01/19/06 5.25 62 5.20 2640 2640 3620 3510 3570 4050 110 530 3990
19 01/26/06 6.50 62 6.80 3100 3100 3820 3950 3890 3620 130 516 3980
20 01/27/06 7.25 59 5.70 3050 3050 3780 3710 3750 3740 70 505 3970
2l 01/30/06 4.75 64 3.00 3420 3420 3750 4000 3880 3840 250 492 3970
22 01/31/06 3.00 69 3150 3150 3880 4310 4100 3910 430 481 3970
23 02/01/06 6.00 62 6.70 3020 3020 3640 3850 3750 3910 210 472 3960
24 02/06/06 7.00 55 5.80 2230 2230 3180 3110 3150 3670 70 491 3930
25 02/08/06 5.75 59 6.90 2770 2770 3770 4200 3990 3630 430 481 3930
26 02/09/06 6.25 63 6.00 3070 3070 4330 4070 4200 3780 260 474 3940
27 02/13/06 5.00 60 4.70 2950 2950 3830 3820 3830 4010 10 465 3940
28 02/15/06 7.00 62 5.80 2420 2420 3520 3540 3530 3850 20 463 3920
29 02/16/06 5.50 72 3.40 3070 3070 4130 4130 4130 3830 0 456 3930
30 02/17/06 5.00 53 5.40 3570 3570 4980 5050 5020 4230 70 491 3970
31 02/22/06 5.00 66 5.10 3610 3610 4910 4610 4760 4640 300 503 3990
32 02/23/06 6.25 59 5.80 3110 3110 4020 4160 4090 4620 140 495 4000
33 02/27/06 7.00 60 5.80 2490 2490 3210 3220 3220 4020 10 506 3970
34 02/28/06 6.50 67 5.50 2810 2810 3870 3530 3700 4160 340 500 3960
35 03/02/06 5.75 75 4.70 2850 2850 3760 3670 3720 3900 90 494 3960
36 03/06/06 6.25 72 5.50 2420 2420 3430 3310 3370 3600 120 497 3940
37 03/08/06 5.00 68 5.50 3190 3190 3900 3420 3660 3580 480 492 3930
38 03/24/06 5.75 58 5.20 3200 3200 3950 4010 3980 3670 60 486 3930
39 03/28/06 4.00 71 5.20 2800 2800 3890 3960 3930 3860 70 479 3930
40 03/28/06 6.50 70 5.80 2320 2320 3510 3470 3490 3800 40 478 3920
41 03/29/06 3.00 69 3.70 3470 3470 4290 4270 4280 3900 20 475 3930
42 04/07/06 5.50 84 2160 2160 3500 3190 3350 3710 310 478 3920
43 04/26/06 5.00 69 4.80 2410 2410 478 3920
1261 -Southlake Town Square.xls 1
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Strai ht whir Strai ht whir Strai ht w/air Strai ht w/air Strai ht w/air
Mix 4 Sk 5 Sk 6 Sk 7 Sk B Sk
HOLCIM TYPE I/ll 376 470 564 658 752
O ~ O G O p 0 °NO O N
0 0 0 0 0
ISG MARTIN LAKE F ASH 0 0 ~ 0 ~ 0 ~ 0
1" Bri eport Stone 1850 1850 1850 1850 1850
1/4" Coleman Buckshot 0 0 0 0 0
LMC Concrete Sand 1451 1354 1245 1159 1038
Stringtown Mfg. Sand
0
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0
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0 0
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p 0
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0 0
0
Design Water 243 250 262
D 265 281
Actual Water Used 232 ~ 243 x 256 259 x 277 x
Water/Cementitious Ratio 0.65 O 0.53 v 0.46 v 0.40 v 0.37 v
Percent Water Reduction o
y 0
0
0
W/C+P Ratio Actual
0.62
~
0.52 ~
~ 0.45 ~ 0.39 ~ 0.37
Dose, oz !cwt 4 a 4 a 4 n 4 a 4 n
161 Dose, oz / d 15 3 19 ~ 23 3 26 3 30 B
Ad
i Dose, oz /cwt 0.0
~
0.0
~
0.0
~
0.0
~
0.0
~
2nd
m
x Dose oz / d 0.0 ~; 0.0 ~ 0.0 ~ 0.0 ~ 0.0 ~
Designed Air°~ 4.5% ~ 4.5% ~ 4.5% ~ 4.5% ~ 4.5%
Air Dose/ d 2.4 3.1 3.7 4.3 4.9
Time Batched 10:08 AM 10:27 AM 10:40 AM 11:29 AM 12:13 PM
Slump as Batched 5.00 5.75 6.00 6.00
Unit Weight (PCF) 143.96 143.96 145.55 145.55 145.07 145.07 145.30 145.30 146.02 146.02
C138 Grav. Air (%)
C231 Air (%) 5.5% 5.2% 5.0% 5.1 % 4.8%
C737 Yield -Actual 27.15 26.91 26.98 27.02 26.83
Air /Concrete Temp. (F) 71 71 73 71 73 71 73 71 73 71
Yield (cf/cy) -Theoretical 145.18 27.00 145.44 27.00 145.88 27.00 145.99 27.00 146.44 27.00
~ 500 PSI 10:08 10:27 10:40 11:29 4.90
o
y v 4000 PSI 10:08 10:27 10:40 11:29 5.90
E ~ Hours Time Hours Time Hours Time Hours Time
H~
3/3/2006 4 " Molds 12.57 Square Inches of surface area
3la/2006 14523 1160 21724 1730 23440 1870 35650 2840 36920 2940
3/4/2006
1 Day Avg. 14520 1160 21720 1730 23440 1870 35650 2840 36920 2940
3/5/2006
3/5/2006
o 2 Da Av .
.
~ 3/6/2006 25419 2020 35203 2800 41925 3340 53185 4230 53629 4270
.-,
'= 3/6!2006
3 Da Av 25420 2020 35200 2800 41930 3340 53190 4230 53630 4270
3no/2oos 33711 2680 46294 3680 52610 4190 58095 4620 63199 5030
~ 3/10/2006 33247 2650 46329 3690 52469 4180 59307 4720 64863 5160
.
~ 311012006 34271 2730 46413 3690 53633 4270 61182 4870 61668 4910
y
~
7 Day Av
33740
2690
46350
3690
52900
4210
59530
4740
63240
5030
a 03131!06 47442 3780 57672 4590 65511 5210 78077 6210 82138 6540
~
0 03/31/06 47343 3770 62892 5000 67506 5370 79123 6300 80174 6380
U 03/31/06 45621 3630 65053 5180 65893 5240 75201 5980 80688 6420
28 Day Avg. 3730 4920 5270 6160 6450
oa/2slos 49255 3920 67615 5380 73625 5860 86458 6880 91761 7300
oa/2a/os 47324 3770 61958 4930 74589 5940 85488 6800 86848 6910
56 Da Av 3850 5160 5900 6840 7110
PSI/LB c+ 89.7 7.2 98.6 7.9 93.8 7.5 90.5 7.2 84.1 6.7
Slum Life Time Slum Time Slum Time Slum Time Slum Time Slum
Initial Time/Slump
1
2
3
1055 Straight Cement W-AIR 9/20/2006 2:08 PM
~'~~_~~ Field Test Data
Contractor: Steele Freeman
Project: Shiver Road Elementary School
Keller, Texas
Laboratory: CMJ Engineering
Mix No. 1701
Data Updated: 05/17/06
Design Strength t'~: 3600 psi
Data Represents: 28 Tests
Avg. Slump: 3.71 Avg. Air% 4.30
Basis for Selection
ACI 318, Section 5.3.2.1 (5-1)
Modified Deviation: 482 psi
Required Strength f ~~: 4246 psi
Average Strength: 4970 psi
Conc. 7 Day Data 28 Day Comaressive Strength Data 28 Day 28 Day
# Date Slump Temp Air% Cyl.l 7Avg. Cyl.l Cy1.2 SetAvg Avg./3 Range St.Dev. Run.Avg.
1 10/18/OS 2.00 90 3.80 3290 329U 4330 4Z6U 43UU /U 43uu
2 10/24/05 3.00 76 3.90 4350 4350 5180 5270 5230 90 658 4770
3 10/25/05 3.75 76 5.20 3490 3490 4750 4690 4720 4750 60 466 4750
4 10/26/05 2.75 74 4.70 4200 4200 4980 4920 4950 4970 60 393 4800
5 10/27/05 3.50 78 3.90 4160 4160 5490 5510 5500 5060 20 463 4940
6 10/28/05 4.00 80 4.20 3420 3420 4560 4600 4580 5010 40 439 4880
7 11/02/05 4.00 76 3.50 3180 3180 4040 4080 4060 4710 40 507 4760
8 01/06/06 4.00 61 4.80 3450 3450 4470 4520 4500 4660 50 478 4730
9 01/06/06 3.50 65 4.50 3680 3680 5130 5010 5070 4790 120 461 4770
10 01/06/06 3.25 69 4.90 3540 3540 4420 4550 4490 4780 130 444 4740
11 01/12/06 4.00 63 3.60 3950 3950 4890 4990 4940 4830 100 425 4760
12 01/12/06 4.00 64 4.70 3720 3720 4690 4720 4710 4710 30 406 4750
13 01/12/06 4.00 65 4.50 3310 3310 4620 4720 4670 4770 100 389 4750
14 01/12/06 4.00 65 4.40 3230 3230 4620 4550 4590 4590 70 376 4740
15 01/13/06 3.00 60 3.80 4440 4440 5550 5480 5520 5060 70 415 4790
16 01/19/06 3.50 71 4.20 4650 4650 5520 5670 5600 5240 150 450 4840
17 01/19/06 3.00 74 4.40 4310 4310 5090 5070 5080 5400 20 439 4850
18 03/17/06 4.00 46 4.20 4040 4040 5350 5440 5400 5360 90 445 4880
19 03/17/06 4.00 54 4.20 4280 4280 5290 5450 5370 5280 160 447 4910
20 03/22/06 4.00 60 5.50 3610 3610 5010 4940 4980 5250 70 435 4910
21 03/22/06 4.00 60 5.00 3540 3540 4920 4980 4950 5100 60 424 4910
22 03/22/06 4.00 60 5.00 4350 4350 5560 5630 5600 5180 70 439 4950
23 03/24/06 4.50 50 3.20 4450 4450 5880 5820 5850 5470 60 468 4990
24 03/24/06 5.00 52 4.00 4500 4500 5670 5580 5630 5690 90 477 5010
25 03/27/06 2.50 73 2.30 4070 4070 5370 5320 5350 5490 50 472 5030
26 03/30/06 4.00 80 4.10 3780 3780 4790 4760 4780 4780 30 464 5020
27 03/30/06 4.75 80 4.60 3820 3820 4590 4640 4620 4700 50 462 5000
28 04/07/06 4.00 68 5.40 3020 3020 4200 4260 4230 4430 60 476 4970
1701 -Shiver Road Elementary.xls 1
~'~~ Field Test Data
Contractor: Double R Utilities
Project: Flagstone Estates
Rockwall, Texas
Laboratorv: Hooper Engineering
Mix No. 1851
Data Updated: 09/12/06
Design Strength 1'~: 4000 psi
Data Represents: 30 Tests
Avg. Slump: 4.05 Avg. Air% 3.99
Basis for Selection
ACI 318, Section 5.3.2.1 (5-1)
Standard Deviation: 487 psi
Required Strength f ~~: 4652 psi
Average Strength: 5160 psi
Conc. 7 Dav Data 28 Dav Compressive Strentth Data 28 Day 28 Day
# Date Slump Temp Air% Cyl.l 7Avg. Cyl.l Cy1.2 SetAvg Avg./3 Range St.Dev. Run.Avg.
1 02/13/06 5.00 60 4.40 4120 4120 ~3uu ~u~u ~iou eau ~iov
2 02/14/06 3.50 63 3.70 4230 4230 5520 5720 5620 200 325 5390
3 02/15/06 4.00 74 5.50 3490 3490 4860 4670 4770 5180 190 425 5180
4 02/16/06 4.00 80 4.50 3920 3920 5090 5130 5110 5170 40 349 5170
5 02/20/06 5.25 50 4.70 4900 4900 6100 5890 6000 5290 210 481 5330
6 02/21/06 4.50 55 4.20 4500 4500 5790 5890 5840 5650 100 477 5420
7 02/22/06 3.00 52 4.40 5420 5420 6290 6440 6370 6070 150 565 5550
8 02/23/06 4.00 64 4.00 4620 4620 5890 5570 5730 5990 320 527 5580
9 02/24/06 3.50 63 4690 4690 6040 6020 6030 5880 20 516 5630
10 02/28/06 4.25 69 4.50 3710 3710 4490 4610 4550 5290 120 594 5520
11 03/01/06 3.50 82 4.40 4130 4130 5090 5110 5100 5230 20 577 5480
12 03/02/06 2.25 77 4210 4210 5150 5180 5170 4940 30 557 5450
13 03/03/06 3.00 77 4.20 4520 4520 5470 5850 5660 5310 380 537 5470
14 03/06/06 4.50 76 4.40 4220 4220 5490 5010 5250 5250 480 519 5450
15 03/07/06 3.00 77 4.20 4100 4100 4940 5150 5050 5150 210 511 5430
16 03/08/06 5.00 69 4.70 4030 4030 4900 4650 4780 5030 250 519 5390
17 03/10/06 4.25 79 3.00 3920 3920 5200 4980 5090 4970 220 508 5370
18 06/01/06 4.25 88 4.00 3870 3870 4790 4580 4690 4690 210 518 5330
19 06/02/06 3.00 88 4.50 4200 4200 5410 5320 5370 5030 90 504 5330
20 06/05/06 4.50 88 4.00 3950 3950 4850 4720 4790 4950 130 505 5310
21 06/07/06 4.50 92 3.40 3750 3750 4590 4590 4590 4590 0 517 5270
22 06/08/06 3.50 93 3.30 4390 4390 5480 5330 5410 5410 150 505 5280
23 06/12/06 3.50 90 2.00 3880 3880 4650 4760 4710 5060 110 507 5250
24 06/13/06 4.50 89 4.30 3470 3470 4770 4570 4670 4690 200 510 5230
25 06/14/06 5.00 91 4.30 3620 3620 4640 4800 4720 4700 160 510 5210
26 06/15/06 4.50 90 3.70 3820 3820 4930 5160 5050 4810 230 501 5200
27 06/19/06 3.00 94 4.60 4230 4230 4710 4940 4830 4870 230 496 5190
28 06/23/06 3.50 90 3.70 4420 4420 5390 5250 5320 5070 140 487 5190
29 07/17/06 4.75 91 4.70 3510 3510 4630 4660 4650 4990 30 489 5180
30 07/25/06 3.50 96 3.50 3860 3860 4660 4830 4750 4700 170 487 5160
1851 -Flagstone Estates (submittal) 1
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9091
~~ ~ Straight Cement, HRWR, Air Straight Cement, HRWR, Air Straight Cement, HRWR, Air Straight Cement, HRWR, Air
5.00 Sack 6.00 Sack 7.00 Sack 8.00 Sack
Mix 2100-1 2100-2 2100-3 2100-4
Holcim Cement -Type IlII 470 470 564 564 858 658 752 752
0 0% 0 0% 0 0% 0 0%
0 0% 0 0% 0 0% 0 0%
ISG Martin Lake 0 0% 0 0% 0 0% 0 0%
1" Strin town Grade 4 1688 1868 1666 1666
Secondary Course A g. 0 0 0 0
LMC Concrete Sand 1485 1364 1255 1174
Strin town Mf .Sand 0 0% 0 0% 0 0% 0 0%
Design Water 227 237 250 252
Actual Water Used 227 ~ 237 ~
` 250 ~
` 252 ~
~
Water/Cementitious Ratio 0.48 ~ 0.42
~ 0.38
~ 0.34
Percent Water Reduction o 0 0 0
W/C+P Ratio Actual 0.48 ~~ 0.42 ~ 0.38 ~ 0.34 ~
Sikament Dose, oz /cwt 0 D 0 D 0 D 0 D
NL Dose, oz / d 0 3 0 3 0 3 0 3
Viscocrete Dose, oz /cwt 8.0 x 8.0 X 8.0 k 8.0
2100 Dose oz / d 38 ~ 45 ~ 52.6 ~ 60.2
Designed Air% 4.5% ~ 4.5% ~ 4.5% ~ 4.5% ~
Air Dose/yd 3.1 3.7 4.3 4.9
Time Batched 12:52 PM 1:25 PM 8:25 AM 9:45 AM
Slump /Spread 7.75 16.00 8.00 16.50 10.25 26.25 9.00 18.25
Unit Weight (Bucket) 0.2499 0.2499 0.2499 0.2499
Unit Weight (PCF) 35.44 141.82 35.53 142.18 35.54 142.22 35.66 142.70
C138 Grav. Air (%)
C231 Air(%) 4.4% 4.2% 3.9% 4.1%
C137 Yieid -Actual 26.99 26.95 26.93 26.94
Air /Concrete Temp. (F) 70 67 73 78 68 68 69 68
Yield (cf/cy) -Theoretical 141.79 27.00 142.16 27.00 142.64 27.00 142.71 27.00
o 500 PSI
~ v 4000 PSI
E ~ Hours Time Hours Time Hours Time Hours Time
H ~
8!3012005 4 " Molds 12.57 Square inches of surface area
8/31lzoos 14089 1120 21134 1680 36859 2930 50445 4010
8/31/2005 14215 1130 20505 1630 34091 2710 49942 3970
1DayAvg. 14150 1130 20820 1660 35480 2820 50190 3990
9/1/2005
9/1/2005
2 Da Av .
.~ 9I2IZOO5 37740 3000 45162 3590 65164 5190 80008 6370
~ 9/v2oo5 38494 3060 48936 3890 64409 5130 80512 6410
~ 3 Da Av 38120 3030 47050 3740 64790 5160 80260 6390
~ s/sr2oo5 47049 3740 55477 4410 82524 6570 92966 7400
s/s/loos 51955 4130 67051 5340 79757 6350 97369 7750
~ 9/6/2005
7 Da Av 49500 3940 61260 4880 81140 6460 95170 7580
~ 09/27/05 73844 5880 94979 7560 107433 8550 124667 9920
~ 09/271os 73718 5870 89318 7110 111458 8870 120642 9600
°-
E os/271o5 77241 6150 90953 7240 108817 8660 126051 10030
°
U 28 Da Av 74930 5970 91750 7300 109240 8690 123790 9850
10/25/05 89569 7130 105043 8360 137625 10950 141525 11260
10/25/05 93972 7480 104917 8350 131586 10470 139889 11130
56 Da Av 91770 7310 104980 8360 134610 10710 140710 11200
11 /28/2005
11 /28/2005
90 Da Av .
PSI/LB c+ 105.3 8.4 108.6 8.7 123.3 9.8 126.6 10.1
Slum Life Time Slum Time Slum Time Slum Time Slum
Initial Time/Slump
1
2
i h RWR3Air.xl
7AM
~ ,~_,_,.,,~,f.,r,a~,4»
Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
972-221-4646 (main)
972-221-9647 (fax)
www.lattimorematerials.com
Graaation p-naiysis ror ~a~ warse r-ggreyai~ I
ASTM C29, C33, C117, C127 Sz D75
Date Sampled: 4-Sep-2006 Sample: 1" x #4
Date ran: 11-Sep-2006 Source: Hanson
Total dry wt: 56.38 lbs. Location: Perch Hill
Sieve
Size (in)
Wt. Ret.
% Ret.
% Pass ASTM C33 #57
Limits
1-112" 1.500 0 0.0% 100.0% 100%
1" 1.000 2.38 4.2% 95.8% 95% to 100%
3/4" 0.750 10.78 19.1 % 80.9% -
1 /2" 0.500 31.08 55.1 % 44.9% 25% to 60%
318" 0.375 37.70 66.9% 33.1 % -
#4 0.188 52.52 93.2% 6.8% 0% to 10%
#8 0.094 55.52 98.5% 1.5% 0% to 5%
PAN -
100%
90%
80%
7~%
60%
50%
40%
30%
20%
10%
0%
0.010
Absorbtion:
ASTM C117:
Specific Gravity:
Dry Loose Unit Wt:
Dry Rodded Unit Wt:
L.A. Abrasion:
0.100 1.000
Sieve Size (in.)
1.o8°i°
0.49%
2.67
96.87 Iblft3
~ os_27 Ib/ft3
26.5
10.000
LMC
Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
972-221-4646 (main)
972-221-9647 (fax)
www.lattimorematerials.com
Gradation Analysis for Fine Aggregates
ASTM C29, C33, C117, C128 8~ D75
Date Sampled: 11-Sep-2006 Sample:
Date ran: 13-Sep-2006 Source: Denton
Total dry wt: 742.6 grams Location: Load Out
Sieve
Size (in)
Wt. Ret.
% Ret.
% Pass Passing ASTM
C33 Limits % Retained
TxDOT 421
318" 0.375 0.0 0.0% 100.0% 100% 0%
114" 0.250 2.8 0.4% 99.6% - -
#4 0.188 12.6 1.7% 98.3% 95% to 100% 0% to 5%
#8 0.094 129.3 17.4% 82.6% 80% to 100% 0% t0 20%
#10 0.079 152.2 20.5% 79.5% - -
#16 0.047 221.3 29.8% 70.2% 50% to 85% 15% to 50%
#20 0.033 258.6 34.8% 65.2% - -
#30 0.023 308.8 41.6% 58.4% 25% to 60% 35% to 75%
#40 0.017 389.2 52.4% 47.6% - -
#50 0.012 535.4 72.1% 27.9% 5% to 30% 65% to 90%
#80 0.007 679.6 91.5% 8.5% - -
#100 0.006 702.1 94.5% 5.5% 0% to 10% 90% to 100%
#200 0.003 732.8 98.7% 1.3% 0% to 3% 97% to 100%
PAN - -
Fineness Mod.: 2.57
Sand Eq.: 90.2
Specific Gravity: 2.64
Dry Loose Unit Wt: 100.90 Ib/ft3
Dry Rodded Unit Wt: 116.14 IbJft3
Absorbtion: 1.23%
QUALITY
~,
.,
~CNtEVEME~ ~ fEG
DESCRIPTION
Sika AEA-15 admixture is a liquid solu-
tion of concentrated organic materials. It
has been formulated and manufactured
specifically to provide stable and pre-
dictable air contents in concrete, with
uniform air bubble spacing throughout
the concrete matrix.
Sika AEA-15 meets the requirements of
ASTM C-260 for air entraining admixtures
and AASHTO M-154
APPLICATIONS
Sika AEA-15 can be used whenever air
entrained concrete is desired. Ready-
mix, precast and block producers can
all achieve optimum enVained air con-
tents, even where harsh mixes are used
or fly-ash is added to the mix.
ADVANTAGES
Air entrainment is recognized as the
most effective prevention against con-
crete scaling in exposed environments.
Air entrained concrete delivers particu-
lar benefits in the form of increased
concrete durability. This is important in
colder climates where frost and freeze-
[haw cycles can cause scaling and dam-
age to the concrete surface.
Air entraining agents help to prevent
scaling by creating millions of micro-
scopicair voids, allowing water trapped in
the concrete to expand when the concrete
freezes, thus preventing cracks caused by
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 are also im-
proved 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.
Sika®AEA-15
Air Entraining Admixture
DOSAGE
Addition rates will vary depending on the air
content required for a particular project.
Typically air contents will be specified in the
range of 4 to 8 percent by volume. Other
factors that may affect the amount of air
entrained into the concrete include, but are
not limited to, cement content and type, sand
gradation, temperature and water content.
Sika recommends thattrial mixes be tested
whenever material or any other changes
are made that may affect the amount of
entrained air.
Dosage rates for Sika AEA-15 will typi-
cally fall between 1/4 and 1 fl. oz. /100 lbs.
(16 - 65 ml/100 kg) of cement to entrain
between 4 and 6 percent air. Higher air
contents may be obtained by increasing
the dosage rate.
Combination with other admixtures, par-
ticularlywater reducers and retarders, will
tend to increase the amount of entrained air
inthemix. Aircontentsshouldbechecked
with anair-meter after hatching and dosage
adjustments made at the concrete plant.
MIXING
Measure the required quantity per batch
manually or with automatic dispenser
equipment. Add Sika AEA-15 to mixing
water or sand. Do not mix with dry ce-
ment.When used in combination with other
71/99
admixtures, care must be taken to dis-
penseeach admixture separately into the
mix.
PACKAGING
Sika AEA-15 is supplied in 55 gallon (208
liter) drums and bulk delivery.
STORAGE AND SHELF LIFE
Sika AEA-15 should be stored at above
35°F (2°C). If frozen, thaw and agitate
thoroughly to return to its normal state
before use.
Shelf life when stored in dry warehouse
conditions between 50°F and 80°F (10°C -
27°C) is 1 year minimum.
Skin and eye irritant; avoid contact. The use
of NIOSH/MSHA approved respirator,
safety goggles and rubber gloves is rec-
ommended.Avoid breathing product. Use
with adequate ventilation. Remove con-
taminated clothing.
FIRST AID
Wash skin with soap and water. In case
of eye contact, flush with water for 15
minutes; contact a physician. Wash cloth-
ing before re-use.
CLEAN UP
Contain and collect with absorbent ma-
terial. Dispose of in accordance with
local, state and federal regulations.
i~ . ~- ~
ASTM CERTfF/CATION .
C-260 Air Entraining Admixtures
COLOR Brown
SPECIFIC GRAVITY g/ml 1.02 t 0.02
py > 8
CHLORIDES % < 0.1
c4UAUTY
. 11
• 1
~ChtEVEME~~ ~ .R1
DESCRIPTION
Plastocrete 161 is a polymer-type water-
reducing admixture. Plastocrete 161
contains no chlorides.
Plastocrete 161 meets the requirements
of ASTM C-494 Type A and AASHTO M 194
Type A.
APPLICATIONS
Plastocrete 161 is recommended for use
in all applications where high quality
concrete with superior workability and
normal setting times is required.
HOW /T WORKS
Plastocrete 161 water reducing admix-
ture provides an economical and highly
effective means of reducing the amount
of mixing water required to produce con-
crete 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.
ADVANTAGES
Plastocrete 161 is formulated as a Type
A water reducer to allow 7 - 10°~ water
reduction and maximize the benefits of
increased hydration in both [he hard-
ened and plastic states.
BENEFITS
• Reduced water content required to
achieve desired slump, increases
compressive and flexural strengths
and allows [he use of more economi-
cal mixes.
~ Improved paste quality makes con-
crete easier to pump and finish.
Plastocrete° 161
11/99
Water Reducing Admixture (Type Aj
~ Consistentnormalsettingtimesthrough-
out the recommended dosage.
• Lower water cement ratios provide
decreased permeability and increased
durability.
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
agents.
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
35°F (2°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 minimum.
DOSAGE
Addition rates of 3 - 6 fl. oz.l100 lbs. (195
- 390 m1/100 kg) of cement are recom-
mendedfor general concrete applications
where normal setting characteristics are
desired.
MIXING
Plastocrete 161 is added at the concrete
plant. Measure required quantity manually
or by automated dispenser. Add into the
sand at the weigh hopper or into the water
line at [he batch plant.
When used in combination with other ad-
mixtures, care must be taken to dispense
each admixture separately into the mix. Do
not mix with dry cement.
Skin and eye irritant; avoid contact. The use
of NIOSH/MSHA approved respirator,
safety goggles and rubber gloves is rec-
ommended.Avoid breathing product. Use
with adequate ventilation. Remove con-
taminated clothing.
FIRST AlD
Wash skin with soap and water. Incase of
eye contact, Flush with water for 15 minutes;
contact a physician. Wash clothing before
re-use.
CLEAN UP
Contain and collect with absorbent mate-
rial. Dispose of in accordance with local,
state and federal regulations.
r ~ •- ~
ASTM CERTIFICATION ~
ASTM C-494 Type A
COLOR Brown
SPECIFIC GRAVITY g/mf 1.17 ± 0.05
pH >8
CHLORIDES % <0.1
QUALITY
. ~~
.il ~
~cHlEVEMEt, s 1~
DESCRIPTION
Plastiment is awater-reducing and re-
tarding admixture. Plastiment contains
no calcium chloride or any other inten-
tionally added chlorides.
Plastiment meets the requirements of
ASTM C-494 Types B and D and AASHTO
M194 Types B and D.
APPLICATIONS
Plastiment is recommended for use when-
ever high quaility concrete with predict-
able and controlled set times is desired.
Use in flatwork and horizontal or vertical
slipform placements where a superior
surface finish is required.
ADVANTAGES
Plastiment is highly effective in hot
weather concreting to offset the accel-
erating effects of high ambient tempera-
tures by controlling the heat of hydra-
tion. Concrete workability is enhanced
and a superior surface finish is obtained.
BENEFITS
• In mass concrete pours Plastiment
controls temperature rise and reduces
the risk of thermal cracking.
• Initial set times are delayed, allowing
time for proper placement and finish-
ing without cold joints in hot weather
conditions.
• Plastiment increases concrete density
and delivers increased early and ulti-
mate, compressive and flexural
strengths.
Plastiment
Water Reducing and Retarding Admixture (Types B & D)
• For flatwork applications Plastiment
acts as a finishing aid, workability is
improved, bleeding is conVolled and a
superior surface finish is obtained.
• Lower water cement ratios provide
decreased permeability and increased
durability.
Combination with other Admixtures:
Plastiment works effectively as a single
admixture or in combination with other
admixtures in the Sika System.
DOSAGE
Addition rates of 2 - 4 fl. oz./100 lbs.
(130-260 ml/100 kg) cement are rec-
ommended for general concrete applica-
tions. Where extended retardation is
required dosage may be increased. Please
contact your local Sika Representative
for information and assistance.
M/xING
Add Plastiment at the concrete plant.
Measure required quantity manually or
by automated dispenser. Add into the
sand at the weigh hopper or into the
water line at the batch plant.
When used in combination with other
admixtures, care must be taken to dis-
pense each admixture separately into
the mix. Do not mix with dry cement.
1/97
PACKAGING
Plastiment is supplied in 55 gallon (208
liter) drums and bulk delivery.
STORAGE AND SHELF-LIFE
Plastiment should be stored at above
30°F (-1°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 minimum.
Skin and eye irritant; avoid contact. The
use of NIOSH/MSHA approved respira-
tor, safety goggles and rubber gloves is
recommended. Avoid breathing product.
Use with adequate ventilation. Remove
contaminated clothing.
FIRST AID
Wash skin with soap and water, In case
of eye contact, flush with water for 15
minutes; contact a physician. Wash cloth-
ing before re-use.
CLEAN UP
Contain and collect with absorbent mate-
rial. Dispose of in accordance with local,
state and federal regulations.
~ ~.
ASTM CERTIFICATION
ASTM C-494 Types B and D
COLOR Yellow/Green
SPECIFIC GRAVITY g/ml 1.18 ± 0.5
pH > 8
CHLORIDES % < 0.1
Product Data Sheet
Edition 9.9.2004
Identification no. 181-540
Sika ViscoCrete 2100
ik ®ViscoCrete® 2100 s~~~oc~t~~T~n~oioy~-
S a
High Range Water Reducing Admixture
Description Sika ViscoCrete 2100 is a high range water reducer utilizing Sika's
'ViscoCrete' polycarboxylate polymer technology.
a Sika ViscoCrete 2100 meets the requirements for ASTM C-494 Types A and F.
Applications Sika ViscoCrete 2100 may be used in both ready mix and precast applica-
tions, as a plant added high range water reducer to provide excellent plasticity
while maintaining slump for up to 90 minutes. Controlled set times make Sika
ViscoCrete 2100 ideal for horizontal and vertical applications.
Sika ViscoCrete 2100 is ideal for production of Self Consolidating Concrete
(SCC).
Advantages Water Reduction: Sika ViscoCrete 2100 can be dosed in small amounts to
obtain water reduction from 10-15%, and will achieve water reduction up to
45% at high dosage rates.
Sika ViscoCrete 2100 is suitable for all levels of water reduction.
High Plasticity: The superplasticizing action of Sika ViscoCrete 2100 provides
high-slump, flowing concrete that maintains excellent workability and may be
placed with minimal vibration even at very low water cement ratio's as low as
0.25.
Sika ViscoCrete 2100 plasticized concrete is highly fluid while maintaining
complete cohesion within the concrete matrix to eliminate excessive bleeding or
segregation.
Extended Slump Life and Set Control: Sika ViscoCrete 2100 has been
formulated to provide controlled and predictable extended slump life for periods
of 60 to 90 minutes with normal set times.
The combined high range water reduction and superplasticizing action of Sika
ViscoCrete 2100 provide the following benefds in hardened concrete:
^ Higher ultimate strengths allow for greater engineering design flexibility
and structural economies.
^ Reduced water cement ratios produce more durable, dense concrete with
reduced permeability.
^ Highly effective plasticizer reduces surface defects in concrete elements
and improves aesthetic appearance.
It has been formulated to provide maximum water reduction and extended
slump retention at low dosages.
Sika ViscoCrete 2100 does not contain formaldehyde, calcium chloride or any
other intentionally added chlorides and will not initiate or promote the corrosion
of steel present in the concrete.
HowtoUse
Dosage Dosage rates will vary according to materials used, ambient
conditions and the requirements of a specific project. Sika recommends
dosage at 2-6 fl. oz. per 100 lbs. (130-390 m1/100 kg) of cementitious for
conventional concrete applications. If high slump or Self Consolidating Con-
crete (SCC) is required, dosage from 6-12 fl.oz./100 lbs. (390-780 m1/100 kg.)
of cementitious may be used.
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 consideration.
Please contact your Sika representative for more information and assistance.
Mixing For best superplasticizing results, add Sika ViscoCrete 2100 directly to freshly
mixed concrete in the concrete mixer at the end of the batching cycle.
Sika ViscoCrete 2100 may also be dispensed as an integral material during
the regular admixture batching cycle, or into freshly mixed concrete in a
Ready-Mix truck at the concrete plant or at the job site.
To optimize the superplasticizing effect, after the addition Sika ViscoCrete
2100 Sika recommends that the combined materials be mixed for 80-100
revolutions, either in the concrete mixer or in the Ready-Mix truck.
Combination with other admixtures: Sika ViscoCrete 2100 is highly
effective as single admixture or in combination with other admixtures in the
Sika System. If used in combination with certain Sikament high range water
reducers it may affect the plastic properties of fresh concrete. Please contact
a Sika representative for further information.
Combination with microsilica: Sika ViscoCrete 2100 is particularly well
suited for use with microsilica because of its water reduction capability and
superior slump control.
Packaging Sika ViscoCrete 2100 is available in 55 gallon drum (208 liter), 275 gallon totes
(1040 liters) drums and bulk delivery.
Storage and Shelf-life Sika ViscoCrete 2100 should be stored at above 35°F (2°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 minimum.
Typical Data
Appearance Light Blue liquid.
Specific Gravity Approx. 1.1
Caution: Irritant Contains aqueous polymer solution (Mixture). May cause eye/skin/respiratory
issitation. May be harmful if swallowed.
First Aid Eyes -Hold eyelids apart and flush thoroughly with water for 15 minutes.
Skin -Remove contaminated clothing. Wash skin thoroughlyfor 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 immediately if symptoms persist.
Handling 8r Storage Avoid direct contact. Wearpersonal 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.
Clean Up Use personal protective equipment (chemical resistantgloves/goggles/
clothing). Without direct contact, remove spilled or excess product and place
in suitable sealed container. Dispose of excess product and container in
accordance with applicable environmental regulations.
KEEP CONTAINER TIGHTLY CLOSED KEEP OUT OF REACH OF CHILDREN
NOT FOR INTERNAL CONSUMPTION FOR INDUSTRIAL USE ONLY
CONSULT MATERIAL SAFETY DATA SHEET FOR MORE INFORMATION
SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the
technical properties on the current Technical Data Sheet if used as directed within shelf life. User determines suitability of
product for intended use and assumes all risks. Buyer's sole remedy shall be limited to the purchase price or replacement
of product exclusive of labor or cost of labor. NO 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.
Vlslt our website at www.slkaconstruction.com
1-800-933-SIKA NATIONWIDE
Re tonal Information and Sales Centers. For the location of our nearest Sika sales office, contact our r tonal
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Ee9ter. North Central South Central West -
15D Ben Fairless Dr. 1682 Marion Williamsport Rd. 315 North Ebrite 12767 East Imperial Hwy - ~ ~`
Fairless Hills, PA 19030 Marion, OH 43302 Mesquite, Tx 75149 Santa Fe Springs, CA 90670
Phone: (215)295-6600 Phone: (800)851-2545 Phone: (972)289-6480 Phone: (562)941-0231
Fax: (215) 295-6851 Fax: (614) 382-6454 Fax: (972) 289-5721 Fax: (562) 941-4762 ~C"NI~V E1~~~~
Quality GsrtKcalbn Numbsn: Lynd~ursl: FM 69717 Q5090001, FM 70027 0590001. Marion: FM 69775, Kanass Cay: FM 89107, Santa Fa Springs: FM 89108
Sika and Sikament are registered
trademarks. Made in USA. Printed in USA.