DR0001-SP030411LM
Date: 11- Apr -03
Client: Site Concrete
Project:
Materials:
Street Repairs & Inlets
Coppell, Texas
Cement;
Flyash:
Coarse Agg.
Fine Agg.:
Admixtures:
ASTM C -150. Type I
ASTM C -616, Class C
ASTM C 33, '1 "- #4 Crushed Stone
ASTM C -33, Concrete sand
ASTM C 494, Type A or D
ASTM C -260
1 Cubic Yard By Weight - SSD
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
1263
(5 SK WR.AIR)
3000
psi
Air
470
Ibs
0
Ibs
1850
Ibs
1415 Ibs
227 Ibs
19 nzs
3962 Ibs APPROVE
148.72 pcf 4
0.480.48
0%
95
2-4 inches /
c
Lattimore Ready Mix guarantees the above mix design will achieve the specified strength
when tested and evaluated In accordance with ASTM C 172, C 31, C 39, and C 94 and when
the recommended procedures for placement and curing in ACI 304, 3051 309 are followed.
In accordance with ASTM C 94, Lattimore Materials Co. requests that copies of all strength
tests be forwarded to our Quality Control Department,
RD
Lattimore M tcnats Company
P.O. Box 556 - McKinney, Texas 75070.0556
(972) 221 -4646- (972)569-4646
uww,lmctx.cam
L
L ro.
Client: Site Concrete
Project: Street Repairs & Inlets
Coppell, Texas
Date:
Materials: Cement: ASTM C -150, Type I
Flyash: ASTM C -618, Class C
Coarse Agg.: ASTM C 33, 1 "- #4 Crushed Stone
Fine Agg.:
Admixtures:
Mix No.
Strength @ 28 Days
Cement
Coarse Aggregate
ASTM C -33, Concrete Sand
ASTM C 494, Type A or D
ASTM C•260
1 Cubic Yard By Welaht • SSD
Fine Aggregate
Water
Admixture Water Reducer
AEA
Total Weight
Unit Weight
W /Cm Ratio
Fly Ash Replacement
Maximum Temperature
Slump
Entrained Air
1703
(6 SK OR.AIR)
4000
psi
Air
564
Ibs
0
Ibs
1850
Ibs
1310
Ibs
237
Ibs
23
ozs
3-7 OZS
3961 Ibs
146.71 pcf
0.42
0%
95 0 F
2-4 inches o/
11- Apr -03
Lattimore Ready Mix guarantees the above mix design will achieve the specified streng
when tested and evaluated in accordance with ASTM C 172, C 31, C 39, and C 84 and wh,
the recommended procedures for placement and curing In ACI 304, 305 / 3D6 are followed.
In accordance with ASTM C 94, Lattimore Materials Co. requests that copies of all strength
tests be forwarded to our quality Control Department.
Lattimore Nlaterial3 Company
P.O. Box 556 - McKinney, Texas 75070 -0556
(972) 221 -4646 -(972) 569 -4646
,, wJnnctx.com
L C
Field Test Data
Mix No.
1263
Basis
for
Selection
Contractor:
Hill & Wilkinson,
Ltd.
Data Updated:
03/31/03
ACI 318, Section 5.3.2.1 (5 -1)
Project:
Network
Associates
Design Strengtb rim
3000
psi
Standard Deviation:
295 psi
Plano,
Texas
Data Represents:
73
Tests
Required Strength r
3396 psi
Laboratory:
Hooper ,Engineering
Avg. Slump: 5.38
Avg. Air% 3.40
Average Strength:
3970 psi
Cone.
7 Da ata
1�
28 Day Compressive Strenotb Data
28 Day
28 Day
#
Date
Slump Temp
Air% Cyl.l Cyl.2 7Avg.
Cyl.1
Cy! 2
SetAvg Avg /3
Range
St.Dev.
Run,Avg
1
06/03/02
5.00
86
3.80
3380
3380
4080
4120
4100
40
-
4100
2
06/03/02
4.50
85
320
3330
3330
4290
4250
4270
40
120
4190
3
06/03/02
5.25
86
3500
3500
4290
4580
4440
4270
290
170
4270
4
06/03/02
5.50
85
4.80
2580
2580
4340
4450
4400
4370
110
153
4300
5
06/03/02
6.00
85
5.30
3130
3130
3880
3890
3899
4240
10
227
4220
6
06103102
4.75
86
5.00
3380
3380
4120
4040
4080
4120
80
211
4200
7
06/03/02
6.50
86
2750
2750
3300
3330
3620
3860
30
211
4200
8
06/03/02
5.50
82
2700
2700
3760
3470
3500
3850
290
291
4110
9
06/03/02
5.50
81
3.40
2760
2760
3600
3390
3630
3560
210
346
4040
10
06/03/02
5.50
82
3.60
2900
2900
3670
3590
4170
3570
80
351
3990
11
06/11/02
5.75
90
3.00
3190
3190
4240
4090
4150
3900
150
336
4010
12
06/11/02
5.50
88
3.40
3490
3490
4200
4100
4260
3980
100
321
4020
13
06/11/02
5.50
89
3520
3520
4160
4350
4260
4190
190
314
4040
14
06/11/02
5.50
88
4.00
3170
3170
4220
4300
3950
4220
80
306
4060
15
06/11/02
6.50
87
4.90
2960
2960
4040
3860
4290
4160
180
296
4050
16
06/11/02
4.50
86
4.60
3330
3330
4180
4390
4000
4170
210
292
4070
17
06/11102
4.25
82
3.00
3230
3230
4090
3900
3410
4080
190
282
4060
18
06/11/02
6.00
84
2.00
2670
2670
3250
3570
3700
3900
320
316
4020
19
06/11/02
6.00
85
2.60
2840
2840
3780
3620
3450
3700
160
316
4010
20
06111102
5.50
86
3.00
2810
2810
3460
3430
3290
3520
30
333
3980
21
06/11/02
5.75
84
3.00
2500
2500
3410
3160
3670
3480
250
358
3940
22
06/11/02
5.00
85
3.20
3010
3010
3620
3720
3790
3470
100
354
3930
23
06/18/02
5.50
91
3.10
3290
3290
3860
3720
3930
3580
140
347
3920
24
06/19/02
6.00
82
4.00
3170
3170
3810
4050
387D
3860
240
339
3920
25
06/19/02
6.50
82
4.60
3240
3240
3890
3850
3970
3900
40
332
3920
26
06/19/02
5.50
83
3550
3550
3970
3960
4270
3920
10
325
3920
27
06/19/02
5.25
85
4.80
2900
2900
4300
4240
4320
4040
60
326
3940
28
06/19/02
5.00
85
4.20
3520
3520
4300
4330
3970
4190
30
328
3950
29
06/19/02
5.50
85
3.80
3530
3530
3890
4040
3890
4190
150
322
3950
30
06/19./02
5.75
86
4.00
3250
3250
3860
3920
4160
4060
60
316
3950
31
06/19/02
5.75
86
3430
3430
4040
4280
3810
4010
240
313
3960
32
06/20/02
6.50
89
3.80
3060
3060
3780
3840
3730
3950
60
309
3950
33
06/20/02
5.50
90
4.00
3100
3100
3940
3510
3740
3900
430
306
3950
34
06/20/02
5.25
90
4.00
3100
3100
3560
3920
4410
3760
360
303
3940
35
06/25/02
500
90
3.60
3540
3540
4530
4290
4260
4080
240
310
3950
36
06/25/02
6.00
90
4.10
3480
3480
4300
4220
4360
4340
80
309
3960
37
06/25/02
5.25
90
3.80
3520
3520
4400
4320
4220
4340
80
312
3970
38
06/25/02
575
90
5.00
3310
3310
4240
4200
4120
4280
40
310
3980
39
07/19/02
5.00
94
2.60
3290
3290
4160
4080
4050
4170
80
307
3980
40
07/19/02
5.75
92
230
3130
3130
4100
3990
4240
4090
110
303
3980
41
07/19/02
5.25
94
3330
3330
4300
4170
3760
4140
130
302
3990
42
07/19/02
5.50
91
330
3050
3050
3820
3700
3700
4020
120
300
3990
43
07/19/02
5.15
92
2.80
2350
2350
3710
3680
3940
3900
30
300
3980
44
07/19/02
4.50
91
1.50
3060
3060
3880
3990
4000
3800
110
296
3980
45
07/19/02
5.00
87
1.50
3370
3370
4000
4000
3790
3880
0
293
3980
1263 - Network
Associates
As
C
Field Test Data
Mix
No.
1
Basis
for
Selection
Contractor:
Hill &
Wilkinson, Ltd.
Data Updated:
03/31/03
ACT
318, Section 5.3.2.1 (5 -1)
Project:
Network Associates
Design Strength P
3000
psi
Standard
Deviation:
295 psi
Plano,
Texas
Data Represeote:
73
Tests
Required Strength P
3396 psi
Laboratory:
Hooper Engineering
Avg, Slump:
5.38
Avg, Air%
3.40
Average Strength:
3970 psi
Conc.
7 Day Data
28 Day
C0000resAve Streneth Data
28 Day
28 Day
#
Dat
Slump Tern
Air%
Cyl.1
Cyl.2 7Avg.
_Cy1.1
Cyl.2
SetAyg
AvgJ3
Range
SLDeV
Run .Avg.
46
07/19/02
5.75
87
1.50
3130
3130
3800
3770
3920
3910
30
291
3970
47
07/19/02
4,50
87
1.50
3070
3070
3930
3910
3580
3900
20
288
3970
48
07/19/02
6.00
89
1.50
2730
2730
3460
3690
3560
3750
230
290
3960
49
07/19/02
5.00
89
1.50
2770
2770
3550
3570
4410
3570
20
293
3960
50
07/31/02
5.50
90
1.80
3640
3640
4420
4400
4380
3850
20
297
3970
51
07/31/02
5.50
91
1.80
3630
3630
4450
4300
4030
4120
150
300
3970
52
07/31/02
5.75
90
2.60
3250
3250
4040
4020
3970
4270
20
297
3970
53
08/01/02
4.75
92
3.70
3270
3270
3970
3970
3980
4130
0
294
397D
54
08126/02
5.50
88
4.20
3110
3110
4110
3850
3970
3990
260
291
3970
55
08/26/02
5.00
89
4,20
3450
3450
3910
4030
3550
3970
120
288
3970
56
08/26/02
5.50
89
4.40
3070
3070
3540
3560
3270
3830
20
291
3970
57
08/26/02
6.50
91
4.60
2820
2820
3350
3180
3740
3600
170
303
3950
58
09/03/02
5.50
89
4.40
2910
2910
3900
3580
4000
3520
320
302
3950
59
09/06/02
5.25
90
3.80
3070
3070
3950
4040
3950
3670
90
299
3950
60
09/13/02
5.75
90
2.20
3120
3120
3950
3950
4240
3900
0
297
3950
61
09/13/02
5.50
90
2.50
3760
3760
4440
4040
4140
4060
400
297
3960
62
09/13/02
5.00
90
3670
3670
3950
4320
3920
4110
370
295
3960
63
09113/02
5.50
90
3.30
3250
3250
3890
3940
3950
4100
50
293
3960
64
09/21/02
525
87
2.80
3130
3130
3980
3910
3930
4000
70
290
3960
65
09/21/02
5.50
87
3.00
3220
3220
3920
3940
3590
3930
20
288
3960
66
09/21/02
5.50
87
4.80
2930
2930
3630
3540
3700
3820
90
289
3950
67
09/21/02
4.75
86
4.00
3080
3080
3870
3520
3910
3740
350
289
3950
68
09/21/02
4.50
86
4.00
3260
3260
3810
4010
4510
3810
200
287
3950
69
10/04/02
4.25
96
3.60
3580
3580
4560
4450
3700
4210
110
293
3960
70
10/14/02
5.00
70
3.90
2950
2950
3670
3720
4070
4040
50
292
3950
71
10/18/02
5.50
75
4.10
3320
3320
4090
4040
4320
4090
50
290
3950
72
10/23/02
3.00
75
1.50
3360
3360
4300
4330
4450
4030
30
292
3960
73
11/05/02
5.00
72
3.20
3520
3520
4460
4440
4280
20
295
3970
1263 - NeM1,o,k Assoda[es.xls
2
LbIC
Field Test Data
Mix No.
1703
02)
Basis for Selection
Contractor:
McMahon Contracting
Data Updated:
03/28/03
AC1318,
Section
5.3.2.1 (5 -1)
Project:
Street Replacements
Design Strength f,�:
4000
psi
Standard
Deviation:
470
Carrollton, Texas
Data Represents:
22
Tests
Required strength P,,:
psi
4630
Laboratory;
Hooper Engineering
Avg. Slump:
3.16
Avg. Air°/ 4.51
Average Strength:
psi
5070
#
Cone.
7 Day Data
28 Da
om ressive Strength Data
28 Day
p si
28 Day
Date
Slu
"0
TL
Air%
Cyl.1
Cy1.2
7Avg.
C 1 1
Cy1 2
SetAvg Avg /3
Range
StDev.
Run.Avg.
1
09/12/02
2.v
88
335220
3520
3520
4790
4760
4780
30
`
2
09/25/02
1.50
87
3.30
3570
3790
3680
4720
4720
4720
4780
3
11/01/02
4.00
62
5.50
4020
3990
4010
4590
4620
4610
4700
30
86
4700
4
12/06/02
2.75
64
3.80
4060
4060
4840
5230
5040
4790
390
182
4790
5
12/06/02
3.25
56
4.10
3890
3890
5010
4710
4860
4840
300
161
4800
6
12/06/02
2.25
60
5.40
4260
4260
4910
5210
5060
4990
300
179
4850
7
12/12/02
2.75
60
5.10
4120
4120
5220
5150
5190
5040
70
209
4890
8
12/12/02
2.00
63
5.20
4430
4430
5770
5670
5720
5320
100
350
5000
9
12/12/02
2.50
61
5.30
4250
4250
5280
5210
5250
5390
70
338
5030
10
12/18/02
3.00
69
5.20
3890
3890
4500
4700
4600
5190
200
346
4980
11
12/19/02
4.00
70
4.60
4430
4570
4500
5740
5690
5720
5190
50
396
5050
12
01/21103
4.75
60
3.80
3030
3030
4800
4670
4740
5020
130
388
5020
13
01/22/03
4.00
55
5.20
3970
3970
5020
4990
5010
5160
30
372
5020
14
01/31/03
3.25
63
5.10
3930
3820
3880
4880
5040
4960
4900
160
358
5020
15
02/05/03
3.50
56
2.10
4330
4330
5310
5290
5300
5090
20
352
5040
16
02/05/03
2.00
56
2.10
4930
5030
4980
6060
6140
6100
5450
80
432
5100
17
02/05/03
2.75
63
4.30
4490
4490
4490
5660
5680
5670.
5690
20
440
5140
18
02/10/03
5.00
50
3.50
4370
4460
4420
5000
5250
5130
5630
250
427
5140
19
02/10/03
3.75
51
5.80
3190
3260
3230
4320
4230
4280
5030
90
459
5090
20
02/12/03
4.50
63
4.90
3700
3770
3740
4530
4530
4530
4650
0
464
5060
21
02/18/03
1.75
58
5.10
4550
4670
4610
5250
5230
5240
4680
20
454
5070
22
02/19/03
4.25
66
5.30
3960
4070
4020
5030
5010
5020
4930
20
443
5070
1703 - Carrollton Slraets.xls
1
Lattimore Materials Co.
L 1700 Redbud Blvd., Suite 200
777 �/ McKinney, Texas 75070
Office: (972) 221 -4646
Fax: (972) 221.9647
REPORT OF: Analysis of Coarse Aggregate
PROJECT: Various Projects
DATE: 2/20/2003
METHOD: ASTM C29, C33 C117, C127 a 075
MATERIAL SOURCE: Bridgeport 1 #4 Crushed Stone
SIEVE
SIZE
1 1/2"
V .
3/4°
1/2"
3/8"
#4
#8
PERCENT
PASSING
100
96.6
76.5
41.4
16.3
4.7
1.7
DRY ROODED UNIT WRIGHT
SPECIFIC GRAVITY
MINUS 200%
SPECIFICATIONS
PERCENT
PASSING
100
95-100
25-60
0 -10
0 -5
= 99.48 PCF n O 2.68
PhD,
New Product Developnkent &
L1V1 Lattimore Materials Co.
1700 Rsd6ud Blvd., Suite 200
McKinney, Texas 75070
Office: (972) 221.4646
Fax: (972) 221.9647
REPORT OF: Analysis of Fine Aggregate
PROJECT: Various Projects
DATE: 2/20 /2003
METHOD: ASTM C29, C33, C117, C128 a D75
MATERIAL SOURCE: Denton Blend Spec Sand
SIEVE
SIZE
3/8°
1/4"
#4
#8
#10
#16
#20
#30
#40
#50
#80
#100
#200
PERCENT
PASSING
100
99.8
98.2
84.3
82.4
74.3
70.0
58.2
44.5
22.1
5.5
2.7
1.7
DRY RODDED UNIT WEIGHT
SPECIFIC GRAVITY
MINUS 200%
SPECIFICATIONS
PERCENT
PASSING
100
95 -100
80-100
50-85
25-60
10 -30
2 -10
0 -3 PD n 110.0 PCF /��r�J ffl
.7% _ /7
Richard S.Szecsy,
vice President
New Product Development & Risk Management
ISO 900D
C
DESCRIPTION
Sika AEA -15 admixture is a liquid sclu-
lion 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 entrained 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 -
thawcycles can cause scaling and dam-
age to the concrete surface.
Air entraining agents help to prevent
scaling by creating millions of micro-
scopic air 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.
DOSAGE
Addition rateswill vary dependingon theair
content required for a particular project.
Typically air contents will be SpeCdied 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
notiimited to. cementcontentandtype, sand
gradation, temperature and watercontent.
Sika recommends that trial 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. cz. /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 -
ticularly water reducers andretarders. will
tend to increasethe amountof entrained air
inthemix. Aircontents should be checked
with an air -meter after batching anddosage
adjustments made at the concrete plant.
MIXING
Measure the required quantity per batch
manually or with automatic dispenser
equipment. Add Sika AEA -1510 mixing
water or sand. Do not mix with dry ce-
ment. When used In combination with other
PACKAGING
Sika AEA -15is supplied in55 gallon (208
liter) drums and bulk delivery.
STORAGFAND SHELFLIFE
Sika AEA -15 should be stored at above
35 °F (2 1c). 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, avoidcontact. The use
of NIOSH /MSHA approved respirator.
Safety goggles and rubber gloves is rec-
ommended. Avoid breathing product. Use
with adequate ventilation. Remove con -
taminatedClothing.
FIRST AID
Wash Skin with soap and water. In Case
of eye contact, flush with water for 15
minutes: contact a physician. Washcloth -
ing before re -use.
CLEAN UP
Contain and collect with absorbent ma-
terial. Dispose of in accordance with
local, state and federal regulations.
TYPICAL DA TA •-
ASTM CERTIFICATION
C -260 Air Entraining Admixtures
COLOR
Brown
SPECIFIC GRAVITYg/ml
1.02 t 0.02
pH
>8
CHLORIDES%
<0.1
1/97
I - - 900D
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 M194
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 IT 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 mare
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 the hard-
ened and plastic states.
BENEFITS
A Reduced water content required to
achieve desired slump, increases
compressive and flexural strengths
and allows the use of more economi-
cal mixes.
A Improved paste quality makes con-
crete easier to pump and finish_
♦ Consistent normal setting times through-
out the recommended dosage.
A 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.
DOSAGE
Addition rates of 3 -611. oz11 oa Ibis _ (195
- 390 ml /10D kg) of cement are recom-
mended for general concrete applications
where normal setting characteristics are
desired.
MIXING
Plastocrete 161 is added at the concrete
plent. Measure required quantity manually
or by automated dispenser, Add into the
sand atthe weigh hopperor into the water
line at the batch plant.
PACKAGING
Plastocrete 161 is supplied in 55 gallon
(2081iter) 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 60 °F (10 °C-
27 °C) is one year minimum.
o
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 -
taminatedolothing.
FIRST AID
Wash skin with soap and water. In case of
eye contact, Push with water for 15minutes;
contact a physician. Wash clothing before
re -use.
CLEANUP
Contain and collectwith absorbent mate-
rial. Dispose of in accordance with local,
state and federal regulations.
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.
i ISOS0
DESCRIPTION
Plastiment is a water - 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 S and O.
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.
A Initial set times are delayed, allowing
time for proper placement and finish-
ing without cold joints in hot weather
conditions.
A Plastiment increases concrete density
and delivers increased early and ulti-
mate, compressive and flexural
strengths.
♦ For flatwork applications Plastiment
acts as a finishing aid, workability is
improved, bleeding is controlled and a
superior surface finish is obtained.
A 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 ft. oz. /100 lbs.
(130 -260 ml /100 kg) cement are rec-
ommended for general Concrete applica-
tions. Where extended retardation is
required dosage maybe increased. Please
contact your local Sika Representative
for information and assistance.
MIXING
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.
PACKAGING
Plastiment is supplied in 55 gallon (208
liter) drums and bulk delivery.
STORAGEAND 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 (I 0-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. Washcloth
ing before re -use.
CLEANUP
Contain and colle0t with absorbent mate-
rial. Dispose of in accordance with local,
state and federal regulations.
TYPICAL 04 TA FOR PLAS
ASTMCERTIFICAT/ON
TIMENT
ASTM C -494 Types B and D
COLOR
Yellow /Green
SPECIFIC GRAV1TYg/ml
1.18 : o.5
PH
>8
CHLORIDES%
X0,1 -