ST9905DR-CS06010401!04/2006 12:46 972-221-9647 LATTIMORE MATERIALS PAGE 0209
Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75089
(972) Z21-4646 (main)
(972) 221-9647 (fax)
www.laltimoremateriais.com
~ Concrete Mix Design ~
Date: 4-Jan-~06
Client: J-l+l Construction
Project: Bethel Road Drainage -Phase A
Coppell~ Texas
Materials: Cement: ASTM C-150, Type IlII
t=lyesh: ASTM C-61 S, Class F
Coarse Agg.: ASTM C 33, 1 "- #4 Crushed Stone
Fine Agg.: ASTM C-33, Ccalcrete Sand
Admixtures: ASTM G 494, Type A or D
ASTM C-260
use
Mix No.
Strength Q 28 Days
Cement
Coarse Aggregate
Fine Aggregate
Water
Admixture Water Reducer
Total Weight
1 Cubic Yard By Weight - SSD
Class S
1851 (6.5 SK ,WR,AIR)
40D0 psi
Air
611 Ibs
0 Ibs
1850 Ibs
1'192 Ibs
267 Ibs
24 vzs
~~
3920 Ibs
Unit Weight 14520 pef
W/Cm Ratio 0-~
Fly Ash Replacement 0%
Maximum Temperature 95 ° F
Slump 3.5 inches
Entrained Air 3-69°
Lettlmore Matertala Company guarantees the abo+re md~ design will senleva the spaGllsd strength when bested and evaluated In
accordance with ASTM C172, C31, C39 and Cat tlncluding proper Inltlal aufing se pee A9TM C31 Seetlon 10.1.2), and when the
nacwnmendsd procedures fbr ptaeetrwnc and curlnp oulllned In ACI ~a6 and ACI 30B era folrowed,
In eceoroanee wdlr ASTM Cad, t.attlmoro MaRorlals company ahaa raceNe ell coplse o/tasgng ropoRa, and they elnauld De forwarded 1e
our Quality Control DrpartmerR (iaz 972,,221.8847) as soon as a+raaat>te. Failure 11v ivrvrard reports In a tlmety feahlorl can delay
response tNne In Coating arMh concrete caneorrw as well as tUtun3 preJadaubmlltals.
This mix design suDm1e1a1, pACe quote, ar material speelfle Intormauo~n ~aggregste properties, gracing, material compo:klpn, or other
Irtfonnatbn rsgarding mabriale manufactured D7 Lattimore Mabrlals Compury) fs proprlatsry and confldentlal and not to be shared or
tranemRted In arty form to any parson or organhxMon Brat Is neR exprnsy 9ulhorlrBd In wrlthlg h7r a Coslgnatsd official of t.atHmore
MaterlaM Company. Arry unauthortzeC person ar errtlty In possession of tills 1Mvtmatlon will De prosoeuteC fn the fullest extent of the
law.
01f04f2006 12:46 972-221-9647 LATTIMORE MATERIALS PAGE 03/09
~~~•~ Fieid Test Data
~~
Contractor:
JILI1°svl,~ag
Protect: Lakeland?errece
Lc~viSVilll, 'Texas
Mix No. 1851
Deta Updated: 01!04!06
De9iga 3treagth P~: 40QQ p+i
Data RcpreAeuts: 71 'Ccsts
Basis for Selection
ACI 318, Section 53.2.1 (5-1)
$taudard AeviAtion: 398 psi
Required Strength PM: 4534 psi
..a6orstory: Hooper Engineering A,vg. Slump; 4.53 Avg. AirYo 4.47 Average Strength: 492U poi
Cvac. 7 Dos Daca 28 Dsv Cvmvres sive Strength Data ZS Day 28 Day
# Date Slump 'i'emQ Alr°/. Cyl.l 7Avg. Cyl.l Cyl.2 SetA,vg Avg,/3 Range StDev. Rnn.Avg.
1 041I8/05 3.00 ~ 76 3.50 4900 4900 5930 6090 6010 160 6010
2 04/21/D5 4.50 81 4.30 4220 azzo 5400 5030 5Z2D 370 559 5620
3 04/Z5lOS 4.50 66 4.20 4730 4730 5450 5460 5460 5540 10 405 5560
4 04JZ6/05 5.00 75 5.00 4350 4350 5260 5310 5290 5320 50 358 5500
5 04/26/05 5.00 76 4.50 3960 3960 4610 4910 4760 5170 300 452 5350
6 04/29/05 4.75 70 4.70 4150 4150 5340 5190 5270 5110 150 405 5340
? 04/29/05 5.00 68 5.10 3730 3730 4860 5080 4970 5000 220 395 5280
8 05!06,105 S.DO 68 4.60 3950 3950 5210 5340 52.80 5280 130 366 5280
9 45112/05 5.00 72 4.60 3950 3930 5040 5220 5],30 5210 180 346 5270
10 05!16/05 5.00 81 5.00 4090 4090 5170 5240 5210 5170 70 326 5260
1 05.116/05 4.75 83 4.00 37ao 3700 4760 4640 4700 4960 120 353 5210
12 05/16/05 4.00 87 4.00 3860 3860 4740 4890 4820 4760 150 355 5180
13 05/19/05 5.00 72 4.40 3530 3530 4200 4360 4Z$0 4550 160 421 5110
14 05/23!05 3.00 94 4.00 4150 4150 4740 4850 4800 4540 110 413 5090
IS 05/23/08 5.00 91 4.90 3460 3460 5090 4370 4730 4770 720 408 5060
1G 05/26/05 5.50 85 4.80 4080 4080 5210 5250 5230 4920 40 396 5070
17 05/26/05 4.50 88 4.00 3570 3570 4590 4590 4590 4$50 0 401 5040
18 06!06/DS 4.75 88 4.p0 4250 4250 4840 4870 4860 4890 3D 392 5030
19 06/09/05 S.DO 9l 3.Z5 3350 3350 4330 4370 4350 4600 4D 412 5000
20 06!14/05 2.50 90 3.50 4220 azz0 5200 5380 5290 4830 180 406 5010
21 06!14/05 4.00 9D 3.25 3690 3690 4660 4700 4680 4'770 40 402 5000
22 06/14!05 5.50 93 4.20 3670 3fi7Q 4530 4370 4450 4$10 160 410 4970
23 06!17/05 4.00 91 3.00 4100 4100 5170 5390 5280 4800 220 405 4990
24 06!/7/05 5,00 93 3.00 3600 3600 4330 4550 4440 4720 220 412 4960
25 06/17,/05 4.SD 95 4.80 3380 3380 4320 4570 4450 4720 250 416 4940
26 06!22/05 4.00 91 4.00 4030 4030 4830 5050 4940 4610 220 407 4940
27 06/29!05 2.00 93 3.DD 3940 3940 5000 5040 50ZD 4800 40 400 4940
28 06!22!05 4.00 91 4.00 4310 431.0 4360 4630 4500 4820 270 401 4930
29 06!29105 2.00 93 3.00 3940 3940 4970 5030 5000 4840 fi0 394 4930
30 07!06145 5.00 93 5.10 4150 41,50 5070 4850 4960 496p Z20 387 4930
31 07114x05 4.50 91 4.70 3760 3760 4680 4950 4820 4890 270 381 4930
32 07114/05 S.DO 93 4.40 3580 3580 4430 4490 4460 4750 60 384 4910
33 07/14!05 4.50 93 4.90 3580 3580 4430 4600 4520 4600 ]70 384 4900
34 07/19/05 4,75 90 4.60 3470 3470 4530 4410 4470 4650 120 386 4890
35 07/25/05 3.00 92 4.00 3470 3470 5270 5060 5170 4730 210 383 4900
36 07/25/OS 4.50 95 4.00 3540 3540 4710 4370 4540 4730 340 382 4890
37 07!29105 4.75 91 4.40 3930 3750 3840 5070 4940 5010 4910 130 377 4890
38 OS/04/OS 4.50 91 4.40 3640 3640 4590 4520 4560 4700 70 376 4880
39 08/04/05 4.50 9D 4.00 3640 3640 4490 4570 4530 4700 SO 375 4870
40 08!08/05 3.OD 90 3.25 4410 4410 5250 5250 5250 4780 0 375 4880
41 08/08/05 5.00 91 4.00 3690 3690 4470 4520 4500 4760 50 375 4870
42 OS/17105 3.75 92 4.30 4080 4080 5250 5370 5310 5020 120 377 4880
43 08/22/05 3.00 91 4.00 3910 3910 4820 4920 4870 4890 lOD 372 4580
44 08/26/05 6.00 94 4.50 3530 3530 4280 4580 4x30 4874 300 374 4870
45 08/26/05 4.50 91 4.50 3630 3630 4640 4450 4550 4620 190 373 4870
7851 - Lakeland Tertaoe.xis 1
01/04/2006 12:46 972-221-9647 LATTIMDRE MATERIALS PAGE 04f09
L~~ Field Test Data
Contractor: JR.T Paving
Project; Lakeland Terraca
Lewisville, Tcxsa
Mig No. 1851
Dala Updated: Dl/04/06
Design Streagtd f~: 4004 psi
Dat: Represents: ?i Tats
Sasi~s for Selection
ACI 318, Section 5.3.2.1(5-1)
Standard Deviatlnn: 398 psi
1legaired Stren~t6 t'~.: 4534 psi
.aboratory: Hooper $nlioeeriag Avg, Sluioap: 4.53 Avg, Air% 4.47 Average Strength: 4920 psi
Conc. 7 Dav Data 28 Dsv Cvmores9ivc Stren,gt~ Data Z8 Day 28 Day
# Date Slaimp 'I'em Air•~ Cyl.l 7Avg. Cyl.l Cy1.2 SetAvg Avg /3 Range St.Dev. Raa.Avg.
46 09/09/05 5.00
47 09!09/05 5A0
48 09!09105 5.50
49 09!13/05 4.00
50 09!13/DS 4.00
5I 09/13/05 3.50
52 09/22/05 5.50
53 10103r05 4.00
54 1.0/05/05 4.25
55 1.0/12/OS 4.50
56 10!12!05 5.00
57 10/12/05 4.75
SS 10/12/'05 5.50
59 10/17~'OS 4.50
60 10/24/05 4.50
61 10124!05 5.25
62 10/24/05 5.50
63 10/2G/05 4.75
64 11/02/05 4.50
65 11104/05 3.75
66 11/10/05 4.75
67 11/10105 4.50
68 11/10105 3.50
69 11/22~'OS 4.75
70 11!22105 5.00
71 11/22105 4.50
85 6.00 3570 3570 4670 4490 4580 4520 180 371 4860
89 S.1D 3630 3630 4730 4630 4680 4600 100 368 4860
93 4.70 3280 3280 4360 4390 4380 4550 30 371 4850
89 5.00 3990 3990 5200 5280 5240 4770 $0 371 4550
90 5.20 3870 3570 4710 4630 4670 4760 80 368 4850
92 4.50 4050 4050 5160 5220 5190 5030 60 368 4860
90 4.30 3500 3500 4650 4420 4540 4800 230 367 4$50
90 3.80 4070 4070 5360 5300 5330 5020 60 369 4860
88 4.60 3640 3640 4730 4670 4700 4860 60 366 4860
88 4.90 4120 4120 4970 5040 5010 5010 70 363 4$b0
89 5.00 3780 3750 4800 4820 4810 4840 20 360 4$60
91 4.90 3610 3610 4410 4490 4450 4760 s0 361 4850
78 7.00 3416 3410 4360 4280 4320 4530 80 364 4840
SO 5.30 3800 3800 4580 4740 4660 4480 160 362 4840
64 5.10 4690 4690 5890 5740 5820 4930 150 381 4860
68 4.80 4270 42?0 5330 5280 5310 5260 50 382 4860
67 5.00 4160 4160 5300 SZ40 5270 5470 60 382 4870
63 5.60 3950 3950 5030 5010 SD20 5200 20 380 4870
69 5.30 4380 4380 5810 5640 5730 5340 170 392 4890
75 4.40 3980 3980 5190 4960 5080 5280 230 389 4890
74 4.30 4290 4290 5110 5230 51?0 5330 120 388 4890
73 3.00 3930 3930 4810 4?70 4790 5010 40 385 4890
77 3.50 4280 4280 5460 5310 5390 5120 ]50 387 4900
64 4.40 4570 4570 5640 5550 S60D 5260 9D 393 4910
65 4.60 4290 4290 5640 5580 5610 5530 60 399 4920
63 4.30 4240 4240 5090 5370 5230 5480 280 398 4920
9&51 -Lakeland Tarraca.xis 2
01/0412006 12:45 972-^c21-9647 LATTIMORE MATERIALS PAGE 05!09
Lattimore Materials Company
1700 Redbud Blvd, Sutie 200
McKinney, Texas 75069
972-221-4646 (main)
972-221-9647 (fax)
www.lattimoremateriafs-com
Date Sa
ASTM C29,
G71T, C127 8~ D75 ~
Sample: 1" x #4
Source; Bridgeport
Location: Load Out
Dat® ran: 5-Dec-2005
Total dry wt: 45.52 Ibs.
.;~ ~ N.:
'i ~{ :w:.
~.i zr~: k ..~;,,_ ~; .~ s<f ~ •p,~;a;. 357;. ,
1-1/2" 1.500 0 0.0°~ 100.0°1b 1009f°
1" 1,000 1.46 3.2% 96.8°f° 95°f° to 100°J6
314" 0,750 8,62 18.9° 81.1 % -
1!2" 0.500 21.58 47.d°Y° 52.6% 25°1o to BO°fo
318" 0.375 35.12 77.2°~6 22.B°~ -
#4 0.188 42.54 93.5°~ fi.5~° 0°f° tv 10%
#8 0.094 44.46 47.7% 2.3°~ 0°f° to 5°f°
i AN -
10096
909'°
80%
70°!°
60°!°
50%
4090
30°!0
2096
10%
096
_ _
- --!--~;----~ - -- -- I - - ~-
i
1
~...... .
. _...
I I . , . , .. -~---.._..----.. _ _ ..~
,, ~ i i
_-_.__-_-... _1 ....._...-.~-_ .__...:. _. ___. _.. - ._.-....-.I--._-____.. ._- - _ -_..
i
-~% Retained ~
i
-~---~----- ....---....~. .. ... :...~_~.--•--- --E-0 Passing
... /o i
.-
.. _......, ..1.
~ ~ ~ ~
~ ~ i_-
0.010
0.100 1.000
Sieve 5fze (In.)
Absvrbtivn: 0.80%
Decant: 0.31
Specific Gravity: 2.68
Dry Loose Unit Wt: 93.73 Ib/ft3
Dry Rvdd®d Unit Wt: 102.65 Ib/ft'
L.A. Abraison: 29
10.000
61/64/2666 12:46 972-^c 21-9647 LATTIMOP.E MATERIALS PAGE 66!09
i R ...
Id~ ~~,,;;,I.,.~r ,•
~'~Vt:,; Rem` ~;. t~t"s~
~' ~ :k; ~'~ + •
,6 ~ esi~r~ ~ .%;P~~S~74 •i101•.'tr3'3'
;~;. .y. ;,~,;:, I _~h; . ~°~e 1'1 '1'~O~E'
;. : ~ ~:~~; ~.
318" 0.375 0.D 0.0% 100.09fo 100% 0%
114" 0.250 5.5 0.9% 99.1 % - -
#4 0.1$8 22.8 3.8% 96.2°/v 95% to 100% 0% t0 5°16
#$ 0.094 95.5 16.1% 83.9°/v 80°f° to 100°/v 0°lo to 20%
#10 0.079 126.3 21.3% 78.7 - -
#1fi 0.047 158.7 26.8°/v 73.2°fo 50°!o to 85% 15°fo tD 50°fo
#20 0.033 221.2 37.3% 62.7% - -
1130 0.023 251.6 42.5% 57.5°!° 25°fo to 60% 35% t0 75°fo
#40 0.017 394.3 66.5°~ 33.59 - -
#50 0.012 449.6 75.9% 24.1% 10% to 30% 65% to 90%
#80 0.007 500.4 84.4% 15.6% - -
#100 0.006 543.7 91.7% 8.3% 2°1o to 10% 9D% to 100%
#200 0.003 581.3 98.19/v 1.9°!° 0% to 3% 97% t0 100%
PAN - -
Fineness Mvd.: 2.57
Sand Eq.: 87.5
Specific Gravity: Z.65
Dry Loose Unlt Wt: 100.23 Iblft3
LM
Gradation Analysis for Fine Aggregates I
ASTM C29, C33, C117, C1Z8 8~ 075
,,.
Date Sampled: 2-Dec-2005 Sample: Spec
Date ran: 6-Dec-2005 Source: Denton
Total dry wt: 592.6 grams Location: Current
Lattimore Materials Company
1700 Redbud Blvd, Sutie 200
McKinney, Texas 75069
972-221-4646 (main)
972-221-9647 (fax)
www.iattimorematerials.com
Dry Rodded Unit Wt: 111.06 Iblft3
Absorbtiion: 0.88°~6
e
01I04/Z006 12:46 972-221-9647 LATTIMORE MATERIALS PAGE 07!09
vaurY
~ESGRAPTW-II
5tka AF.A-15 atlmixtur$ is a liquid solu-
titNt of concentrated organic mattntials, k
Iles been fotrnulaletl and manufactured
specifically to provide stable and pre-
dictable ak cont¢nls in concrete, with
unlfortn air bubble spacing throughout
the concrete maUlx.
Sika AF-14.15 moats the r~aquirements of
ASTM C-260 for air entrakting admixtures
and AASHTO M-154
APPLJC1117ONS
51ka AEA•15 can be used whenever air
entrained concrete is desired. Ready-
mlx, procast and block producers can
all achieve optimum entrained air con•
tents, even where harsh mixes arc used
or fly-ash is added to the mix.
ADVAXTAGES
Air Entrainment is recognized as the
most effective prevention against con-
crete scaling In exposed environments,
Air entrained concrete delivers partlcu•
tar benefits in the form of increased
concrete durablNty. ?his is important In
colder climates wham Frost and Freeze-
thaw cycles can cause scaling and dam-
age to the concrete surface.
Air envaining agents help to prevent
scaling by aeating millions of micro~
Scopic airvoids, allowing wstertrapped in
the t~nae[e to expand whenthe concretC
fFaexes, thus preventing creeks mused by
natural expansion. Entralntod air wide in
the concrete will also Increase durablllry in
harsh environments where concrete is
exposed to deicing saps, marine saps and
sulfates.
WarkebilRy and placeablllty are also Im•
proved by Ih® lubricating action of the
miereseopiC bubbles in the concrete.
Concrete will Apw better, and bleeding
and shrinkage will he reduced because
less waterls needed to obtain the desired
worfca bility.
Sika ®AEA-15
Air Entraining Admixture
DOSAGE
Addition rates will vary depending vn the air
content required for a particWar project.
Typically aircontentswil! be specified Inthe
range or 4 tv B percent by volunts. Other
factors that may effect the amount of air
antra Ined Into the concTels include, butare
notlimitedla, cementcontent andtype, sand
gradation, tcmpt3rature and watercantent.
Sika reovmmendsthattrlalmlxes ba tested
whencvcr malarial ar any ether changes
are made that may aRect the amount of
entrained air.
Dosage rates for Sika AEA-15 w~l typi-
cally fall between 1!4 and 1 fi. oz. !1 pp Iba,
(16 - B5 mII1p0 kg) of cement lv enUaln
between 4 and 6 pore®nt aa, Higher air
contents may be obtained by increasing
the dosago rats.
Combination with other atlmi~ttures, par-
ticularlywater red ucers and relardars, will
tend to int:fe8 SE the amount cf entry fined air
inthemlx. Alrcontentsshouldbechecked
with 0n air-meteraRerbatching and dosage
adjustments made at the concrete plant.
MIXMIG
Measure the required quantity per batch
manually or with automatic dispcnsar
equipment. Add $ika AEA-15 tv mixing
water or sand. Do not mix with dry ee-
menc.when used In combination with other
1 ?/99
admixtures, care must be taken to dis-
pense each admixture separately Into the
mix,
PACIrAGfNG
Sika AEA-15 Is supplied in 55 gallon (208
liter) drums and bulk delivery,
STORAGE AND SHEtF fJFi'
Sika AfcA•15 should be stared et above
35°F (2°C). It frozen, thaw and agitate
thoroughly to return to its normal state
before use.
Shelf life when stored In dry warehouse
condhlons between 50°F and 80°F (1 p°C -
27°C) is 1 year minimum.
Skin and eyo irritant; avoid contact The use
of NIOSHfMSHA approved respirator,
safety goggles end rubber gloves is rec-
ommer-ded. Avoid broatAingproduct. Usa
wRlt adequate ventiWtiott- Remove wn-
taminatsd clothing,
FIRST AfD
Wash skin with soap and water. In case
of eye contact. flush with water for 15
minutes;contactaphyslcian. Washcloth-
ing bsforo re-use.
CLEAAf tJP
Contain and collect wllh absorbem ma•
l9ria!- DispDSe of in BCCordance with
Iecal, state and federal regulations.
ASTM CERTIFICaT/oflf G•260 Alr Entraining Admixtures
COLDR Brawn
SPECIFIC GRAVFTYgfirrf 1.02:0.02
pH aB
CHLOR/DfiiS % c 0.1
01!0412006 12:46 972-221-9647
u-.~irr
~'
ACHrEVEM~t+~ ' '~
DESCRIPTION
Plastccrets 161 Is a polymor-type waler-
retluring admixture. Plastocrete 161
contains no chlorides.
Plastoerete 161 meets the requirements
of ASTM C-a9a Type A end AASHTO M7 9a
Type A.
APPLICATIONS
Plastoerete 161 is recommended for use
In all appllcadons where high quallry
concrete with superior workebilhy and
normal setting limes is required.
HOW /T NFORKS
Plastocrete 161 water reducing admix-
ture provides an economical and higmy
et[ective means of reducing [he amount
of mixing wafer required tv produce con•
crate of a certain stump by acting as a
dispersant for the cement particles In
the mix,
Ttvough 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 Boner®te.
ADVANTAGES
Plestecrete 781 is formulated as a Type
A water reducer to allow 7 - 1096 water
reduction and maximize the Danafds of
Increased hydration In both the hard-
ened antl plastic states.
BENEFITS
i Rsducod walmr content required to
achieve desired slump, increases
compressive and nexural strengths
and allows 1118 USe of more OeOriomi-
cal mixes,
i Improved pasta quality makes con-
crate easier tv pump and finish.
LATTIM~P.E MATERIALS PAGE 68109
Plastocrete~ 161 "~9
Water Reducing AditnYxiure (Type A)
i CanslstentnormalselUngtlmesthrough•
out the recommended dosage.
i, Lower water cement ration provide
decreased permsabllRyand intxsased
durability.
Conebin~tion witp oeltar Atlnti~etttres:
Plastvcrete 167 works effectively as a
single admixture dr in combination with
other edmixtutes in the Sika System. W hen
air entrained eonerole is specified, Sika
recommendsthe use of Sika air entraining
agents.
PACKAGING
Plastvcrete 167 Is supplied In 55 gallon
(2081iter) drums and bulk delrbery.
STORAGE AND SHELF-UFE
Plastot7ete 761 should de stared atabave
35°F (2°G). IF frozen, thaw and agRatc
thorougnry to return to ncrmst state before
use.
SheIF life when stored in dry warehouse
cendi6ons between 50°F and BO°F (10°C-
27°C) is one year minimum.
DOSAGE
Addition rates of 3 •6 fl. oz.l10D Ibs, (195
- 390 mV100 kg) of cement arB recom•
mended For gertera I concrete applications
where normal setting characterlsUcs are
desired.
MUnNO
Plestocrete 1fi1 is atldetl et the eonueta
plant. Measurerequkedquanthy manually
yr try automated dispenser. Add into the
sand s[the weigh hopper or into the water
line et the batch plant.
When used In comDlnadon whh other ad-
mixlures,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 NIDSHlMSHA approved respirator.
safety goggles and rubber gloves Is rec-
ommonded. Avvld breathtngproduct. Use
with adequate ver>tilation. Remeve eon-
taminated clothing,
FIRSTAnv
Wash skin with son p antl water. In ease of
eye contact, flush with waterfor 1 S minutes:
contact a pnysieian. Wash ebthing before
reuse.
GLEAN IIP
Contain and collect veldt absorbent mate-
fial. Dispose of in accordance veldt local,
state and federal regulations.
A577M GERTfF/C~A7'r[71Y ASTM C-a94 Type A
COLOR Brown
SPEGFIC GRAVITY ghrd 1.17 t 0.05
-H >B
CHLORIDES X e0.1
~ 01104!2006 12:46 972-221-9b47
auat.ITr
q ~
CNrgvENtE~ a ,;.
DESCRIPTION
Plastimenl is awater-reducing and re-
tarding admixture. Plastlment vantalns
no calcium chloride yr any other inten-
tionally added chlorides.
Plastlment meats the requirements at
ASTM C-agA Types B and D and AASHTO
M194 Typos B and D.
APPL/CA770NS
Plastimantis recommended for use when•
ever high qualllty concrete with predict-
able and eonMelled set [Imes Is desired.
Use in flatwvrk and horizontal or vertical
slipform placements where a superior
surface flnlsh is required_
ADVANTAGES
Plesiiment Is highly ,effective in hat
weather conerttbing to offset the accel-
erating effects of high amblerR tempera-
tures by controlling the heat of hydra-
tion. Concrete workability is enhanced
and a superior surface flnlsh Is abtained_
6ENEF7T''
• In mess concrete pours Plastlment
controls temperature rise and reduces
the risk of thermal cracking,
• Initial set times are delayed, allowing
time For proper placement and finish-
ing wllheul acid joints in hot weather
conditions.
• Plastimertt increases concrete density
and delivers Increased early and uhi-
mate, compressive and flexural
strengths.
LATTIMOP.E MATERIALS PAGE 09109
Plastlment
IA/ater Reducing and Retarding Adm/xlture (TS-pes 6 & D)
~ For flatwork applications Plastlment
acts as a flnlshing aid, workabiiry is
Improved, bleeding is cvnavlled and a
supertvr surface finish is obtained.
• Lower water cement ratios provide
dsereasad permeability end increased
durability.
Combination vlllt other A,dnrbtWros:
Plastlment works effectiv®ly as a single
admixture or in cembin~lon with other
admixtures in thr 51ka System.
DOSAGE
Addition rates of 2 - 4 fl. ox110Q lbs.
(130-260 mil70p kg} cement arc roe•
vmmended for general concrete applice-
lions. Where extended rerardalfon Is
requireddosage may be Increased. Plcass
contact your local Sika Representative
For etformativn and assistance.
MIXING
Add Plastlment et the concrete plant.
measure required quantity manually or
by automated dispenser. Add Info the
sand at the weigh happar or into the
wafer line al the batch plant.
When used in combination with other
admixtures, care must be taken tv dls•
pense each admixture separately into
lh9 mix. Do not mix with dry cement
7/97
PACKAGING
Flasdment Is supplied in 55 gallon (208
IiterJ drums and bulk delivery.
STORAGEAND SHELF-,LIFE
Plastlment should be stored at above
30°F (•1 °C}. IF Frozen. thaw and agitate
thoroughly to return to normal slate
before use.
Shelf I"rfe when stored in dry warehouse
conditions between 50°F and 8[I°F (to°C•
27°C) is one year minimum.
~ ~
Skin and eye Irrhant; avoid contact. The
use of NIOSHlMSHA approved respire-
ter, safely goggles end rubber gkrns Is
recommended. Avoid breathing product.
Use with adraquate ventilation. Remoue
contaminated clothing.
FIRSTA/D
Wash skin with soap and water. In vase
of eye contact, flush wkh water for 15
rninutcs; contact a physician. Wash cloth-
ing before re-use.
CLEAN IJP
Contain and collect with absorbent mate-
riel. Dispose of In accordance with local.
state and federal regulations.
ASTM CERTIFICATION ASTM C-49a Types 6 and D
CDLOR YallewlGreen
SPECIFIC GRAVITY p14r1 '1.18 t D.5
pH n 8
CHLORIDES J6 c 0.1