Freeport NIP(7.5)-CS010522Uay-ZZ-01 21:40 From-T~l DAL
LMC
Clienb Tti-Dal, Ltd.
Proje~, Freeport IX j
Coppell,
Matsda~-: ~_Cem~ ASTM C-150, Type I
l-ty~=l~: · ASTM ~18~ Class C
Fine Agg.'.
Adm~ures:
T-052 P.0Z F-055
ASTM 0-33, 1"- #4 Crushed Stone
ASTM C-33, Concrete Sand
ASTM C-494. Type A or D
ASTM C-260
Date: 22-May-01
Cubic Yard By We_Lqht ;.SSD
Mix No. 40
Strength ~ 2~ Days 3800
^ir
Cement, lbs 517
Fly A~h, lbs 0
C. Agg., lbs 1850
Sand, lbs 13~g
Water, lbs 238
W/R, o~ 15.5
Total Weight 3974
Unit Wt, I~ICF 147.10
WiC Ratio, #1 # 0.46
Fly Ash, % 13
Maximum Tamp, deg. 65
Slump, lee, hal 3-$
Ne, % entrained 3-5
Lat~mom Ready Mix guamntee~ the above mix design will achieve
the specified etrength when tested and evaluated Irt accordance with
ASTM C-172, C4t, C,3g and C-94 and when the recommended procedures
for placement and curtng outlined In ACl 308/306 ere followed.
In a=GordanGe wt~h ASTM C-94, Lattlmore Materiale Co, ~equeat~ that copiee of all
strength tests be forwarded to our Quality Controi Department.
8H
La. more Materials Company
P.O. Box 556 .McKi~n~. Texas 75070-0556
(972) 221-4646' (972) 569-4646
www.lmctx.conT
~a~-ZZ-O1 ~1:40 From-TRI DAL LT~. + ,~ T-O5Z P.03 F-065
LMC
MIX NO.; 40
DESIGN STRENGTH: 3600
Date 8lump Air Tem~7 7 I:hly 7 Day Ava. 28 Day 28 Da&/'
1 l~May-00 5:00 4.g ' " ~620-- 3880 3850 4730- ~380
2 15-May-00 5.50 5.0 64 3980 4000 3990 .4480 4720
3 15-May-00 5,25 4,6 69 3610 3660 3635 4470 4,690
4 15-May-00 5,50 4.8 88 3680 3690 3895 4410 4800
5 16-May-D0 5.25 5,1 70 3800 4000 ' 3900 4480 4370
6 17-May-00 5.00 4.6 76 3550 3500 3525 4100 4190
7 17-May-00 5.26 5,0 77 3590 3460 3525 4650 4880
8 17-May-00 5,50 5.1 74 3070 3160 3~15 4700 4720
9 17.May,.O0 5.25 4.8 77 3690 3650 3770 4600 4820
10 17-May-00 5.25 4.9 76 2770 3000 ' 2885 4270 4220
11 24-M87-00 5.2.5 4.2 77 3340 3350 3345 3920 4200
12 24-May-O0 6.00 4.8 76 3520 3550 3635 4~90 4110
13 24-May-00 5,50 4.5 76 4380 4360 4370 5130 5110
14 24-May-00 5.00 5.0 76 3410 3440 3425 3930 4010
15 31-May-00 5.25 4,6 78 3480 3420 3450 4130 4220
16 31-May-00 $,50 4,9 77 3220 3330 3275 4150 4100
17 .0§-Jun-00 4,76 82 4050 4220 4135 4650 5030
16 26,-Jt~-00 6.00 88 3470 3460 3465 4860 4530
19 26-,Jui-O0~ 6.50 85 3620 3760 3800 4250 4260
20 268Juk00 ,5.50 86 3600 3760 3890 4440 4330
21 26-Jul-00 6.00 85 3750 3880 3805 4240 4220
22. 01-Aug-g0 $,60 4,8 84 4230 4230 4890 6020
23 01-Aug-00 5.75 5.0 84 4030 4030 J,450 4330
24 01-Aug-00 5.50 4.6 85 3820 3820 4930 5010
25 07-Aug-00 6.2,5 4.5 84' 3760 3600 3080 '4440 4370
26 08-Aug-00 5.60 4,6 91 3370 3440 3406 4050 4120
27 14,,Sep-00 5.25 4.8 B4 3400 3400 4260 4220
.28 14-Sep-00 5.00 4,9 68 3610 3610 4~430 4400
29 14-Sep-00 5.25 5.0 87 3470 3470 4060 4120
30 14-Sep-00 $.00 4.7 87 4640 4540 6320 5330
31 14-Sep-00 5.00 4.4 96 3660 3880 4430 4360
32 14-Sep-00 5.25 4.8 87 3490 3490 4280 4110
5.32 4.5 80 3673
STD. DEV,
ACI 318-5.3.1.2 REQUIREMENTS:
(5.1) fcr; f'c + 1,345
(5.2) tcr = fc + 2.335 - 600
7-28
Avg. Avg,13
4555 350 1.16
460O 24O 1.15
4530 4562 120 1 25
4505 4545 190 1.22
4425 4487 110 1.13
4145 4368 90 1.18
4655 4475 10 1.38
4710 4570 20 1.61
4610 4725 20 1 22
4245 4522 50 1.47
4060 4305 280 1.21
4150 4152 60 1.17
5120 4443 20 1.17
3970 4413 80 1.18
4175 4422 90
4126 4090 50 '1.26
4990 4430 80 1.21
4590 4~68 120
4255 4612 10 1,12
4385 4410 110 1
4230 .4290 20 1.11
4955 4523 130 1.17
4390 4525 1.20 1
4970 4772 80 1,30
4405 4588 ?0 1.20
4085 4487 70 1.20
4240 4243 40 1.25
4415 4247 30 1,22
4085 .4247 70 1.18
5325 4608 10 1.17
4395 4602 70
4195 4638 170 1.20
4469 04 1.22
341
4058
3896
P,O. Box ,556 .lV[cI~n~y, Texas 75070-0556
www.~c~.~m
May-ZZ-01 Z1:40 From-TRI D^L LTD--~ + - T-O6Z P.04/05 F-055
CLIENT:
PROJECT:
I~PORT DATE:
TM][ REPORT #:
TE~-MA~, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEER~
D,~tz-4$ AU~ITN FORT WO,~_TH HOUSTON £ONGVI~V . . ,,
- REPORT OF BRIDGEPORT 1" x ~4
Quarterly ^~gat~ T~
~01-017-002D .....
Percent Pa~sing ~200 Si~c: { -- ~.4 ~ Required: L~mm Th~n 1
" , ~,ieVe-.~u"ly$is of~ne an~! .C_oarae Aggregates-- As'-rM_C-136
Sieve Cumulative Requirrd
Size % Passing % Passing (Size #$7)
1 1/2" 10o 100
l" 96 95-100
1/2" 40 25-60
g4 4 0-10
#8 1' 0-5
Loss by L.A. Abrasion (Grade B)
Bulk Specific Gravity:
Bulk Specific Gravity (SSD):
Per¢ont Absorption:
Dry Rodded Unit Weight (lbs/fl~)
Test Re;ult
27
2.66
2.68
0.9
lOO.1
Pr~c~edur¢
(ASTM C-131)
(ASTM C- 128)
(AST
(ASTM C-12S)
(ASTM C-29)
~aml~led $~: Client _ _ T~sted by: Matt Moody/Don Bell
Date Sampled: 3fl'/0! Date Tested: 3/12/01
Sample Description: Gray Crushed L~imestone (Bridgeport 1" x SM)
Material Use: Convtete Coarse Aggregate
Remarks:
Sample #:
Page 1 ot 2
7695
Project Manager
Note: This report is for the exclusive use of the Client addressed. This repod may not be reproduced except in
entirety, without the wdtten consent of TMI. Result~ apply only to above tests.
Ma¥-22-01 21:41 Fr0m-TRI DAL LTD-~ + ~ %062 P.05/08 F-065
TERRA-MAI~ INC.
GEOTECltNICAL ENVIEO~~ AND MATERIAI~ ENGINEEI~
DAI, LA$ d UbT'IN FOR2' VrORTH HOU87~N. £ONGFSE7/
REPORT OF THACKERViLLE (NEW PLANT).SANI)
- ' ..... DISTKIBUTiOH:
CLLENT: Lattimorc Materials Company LMC - Oary Lee
PRO3ECT: Quafl~rly Aggregate Te-~ting
REPORT DATE: 3/21/01
TMI REPORT #: DC01-017-002w
Materials Finer tbs_Il the/f20'0 Sieve in-Mineral Aggr?ga_tes by W,,ashin. g ?_'_I:EX..-.406-A
Percent Passing ii200 Sieve: { . ..2,1 I Required: L~s~ Than
- -' $1eve'An~yib ,.o.f Fiae a~d' C°_arse Aggregates: TEx-401-A ,,
Sieve Cumulative Required
Size % Rejoined % Retained
3/8" 0 0
~4 1 0-5
//8 13 0-20
# 16 28 15 40
#30 44 35-75
#50 75 65-90
95 90-100
#200 ~7,? 97-100
........ Tesi Result Required"
Fineness Modulus:
Bulk Specific Gravity:
Bulk Specific Gravity (SS'D):
Percent Absorption:
Dry Rodded lbnit Weight (lbs/fl~)
Acid Insoluble Residue:
Sampled By: Client
Date Sampled: 3/1/01
2~6
2.61
2.65
1.4
Sample Description:
2.30 to :3,10
107.~
62 60 Minimum
.... Tested by: Matt Moody/D°n'B~l'
D~te T~sted: 3/15/01
I..ight Brown Sand (D~ntoo Bl~nded Sand)
Material Use:
Remarks:
Concrete Fine Aggregate
Procedure
crEx-4o3 -A)
cr~x-4o3-A)
(TEX-403-A)
crex-4o4-^)
,
Sample #:
Page I or ~
7730
Jason B, Alien, ET
Project Manager
Note: Thls report is for the exclusive use of the Client addressed. This report may not be reproduced except in ils
entirety, without the written ¢onsen~ of TMi, Results apply only to at)ova tes~.
Iday-ZZ-01
:41 Fr0m-TRI DAL LT~',, +
Sika ® AEA.15
Air Entraining Admixture
T-062 P.06/08 F-065
1/97
DESCRIPTION
$1ka AEA-15 admixture is a H~uld solu-
i:ion of c~ncentrateclorganlc materials. It
has bean formula:ecl and manufao~red
specificalty to provide at~ble and
dlctable air c~ntents in concrete, w~
unEorm ~tr bubble sp&cing lhrougho~t
the ~ncre:e matrix.
Sika AEA-15 meats ~e requlremen~
ASTM C-2~tor s]r entraining admixtures
and ~HTO M. I ~4
APPLI~ATION~
81ks A~A-~ 5 ~n be used whenever air
entrained concrete t~ Oesired.
mix. precor and block pr~u~ra
a~l ach~ve optimum entr~ned ~r con-
tents, even where h~lh mlxe& are used
or fly-aSh IS added to the mix.
ADVANMGE8
Air entrainment is recognized as the
most effective ~reventlon againsl o0n-
crete scaling In expoae~ environments-
Air entrained concrete delivem
I~ Deneflt= in the form of incre~ed
concre[e durabi[l~, This is [m~an[
colder olima~es where fros~ ~d ~eeze-
~haw cycles can cause scaling and dam-
age to me concrete sudaGa
Air enffaining agents help to
SCaling by creating millions of micro-
scopic a~rvoi~, ~towing w~ter~a~pe~
~e concrete to expand when ~e concrete
freezes, ~us preventing c~acks caueed by
natura[expans~n. En:r~ine~ s]t voids In
the concrete wl]l ~lso ~ncrease dut~bl,~tn
hers~ environments ~ere concrete
exposure deicing salts, marine s=~ ~d
eu[~tes.
Workabill ~ and plaoeaDlll~ a~e al~
proved by ~he lu0doa[Ing scion of the
microscopic bubbl~ in [~e oonorete.
Concrete wi(I flow De~r, an~
and shrinkage will be reduoed boo,use
less water is needed ~ obtain ~he desired
~rkabill~.
HOW TO USE
DOSAGE
Adclit~orwates w~ll vary dependlng on theair
content required for a particular project.
Typtoatly ak contenls will be s ~ecifiedin the
rangeof 4 to 8 percent byvolume, Other
factors that may affect tt~e amount of air
entrainedinto theconcreteinC]uCle, t0ut ~'e
not limite~ to, cement content a~d tYpe,sand
gradation, temperature and water content.
S~a recommends th&t trlat mixes be tested
wr~eneve r material or any other changes
are made that may affect t~e amount of
entrained air.
Dosage rates for $1ka AEA-1,5 wlU tyDi-
cally fall between 1/4 end I fl. OZ./100 [10s.
(16 - E5 mill00 kg} of cement to entrs]n
get'ween 4 and 61oercent air. Higher air
contents may be obtainer1 by increasing
Che dose. ge rate.
Combination with olher admixtures,
tlculaflywater reducers and retarders, will
tencl to increase Be erudite! entrained air
in tr~emix. Nr contents should be checked
wi~ a~ ar, memr a/~er batchingand dosage
adjusYments made at the concrete pfant.
MIXING
Measure ~e required Quantity per batch
manually or with automatic dispenser
equipment. Add Sika AEA.15 to mixing
wafer or sand. Do not mix witr~ ct~ ce-
mere. When used in combina~ionwitho~er
pence aa, ch a.~mixture separately into
m~x.
PACKAGING
$ik& AEA- 15 iS supplied in 5~ gallon (2.08
liter) drums and Oulk deliveo/
STOflAGE AND SNEI. F LIF'E
Sika AEA-15 shoulcl be storec~ at above
35-F (2'C). If h'ozen, thaw an0 agitate
thoroughly to return to ~tl normal state
before use,
Shelr [il'e when stored in dry warehouse
¢ondRIo ns between 60*F and 80°F [I~'G -.
27'C) la '1 year mlnirnum.
CA UTION
Skin an;~ e~e irritan(; avoid contact. The use
of NIOSH/MSHA apl;roveCl reeplrator,
safety goggles and rubbe~ giove~ le rec.
ommendeO, Avoid breathing product. Use
with adequate ventilation. Remove con-
taminated clothing,
FIRST AID
minuteS; contac(aphy$lcian. Wi. eh cloth-
ing before re-use,
CLEAN UP
Contain and collect with aJ0sorbe,nt
[oriel. Otspose of In accordance with
focal, state a~d faders] regutetlons.
I'YPJC~L D~,T; FOR .C. lk~l, ~IE.~ ~
A~'TM CERTIFICATION C-260 Air Entraining A0mtxtures
COLOR grown
S~ECIFICGRAVITYg/mi 1.0:~ d: 0.0Z ~ _.
pH >8 ..
CHLORIDE~ % < 0.1
Ma¥-ZZ-01 Z1:41 From-TRI DAL Lb
Plastocrete
Water Reducing Adnffxture (Type A)
T-OOZ P.07'/08 F-065
DESCRIPTION
pl&Stocret:e 161 is a, polymer-type water-
reducing aOmlxture. Plaetocrete 16~
contains no chlOrideS
P~astocre:e 161 meets the reaulremen:s
Of ~M C~94 Type A ~d ~HTO M~94
Type A,
APPLIGATIONS
PtastocreTe 161 is recommended tot use
in ail a~llcations where high
concrete ~th superior w0r~i[i~ an~
no~t setting times Is require.
HOW ~ WORKS
Plastocre:e 161 water redu;Ing admix-
ture proviQes an economiser end ~ignly
effective moans of reducing the amount
et mixin g water requifed to Droduce con
Greta efa certain ~]ump ~y a;ti~g ~
~lspers~t ~r the cemen~ par~ctea
[he mix.
Through this ~tspersing ac[ion more
[he suHa~e area of the cement panicles
Is available ~r ear~ hydration. The
cement ;a~iciee hydrated by ~tact
with IhS mixing water, the greater
c0mDressive strength of the
AOVANTA ~ES ~
Pl~o~re;e 1~ 1 is formulated aa a Ty~e
A wamr reducer to strew 7 - 10% water
reduction and m~t~ize the be~efl~s
Increued hydcation i~ eo~ [he hard-
ened and p~atic states.
BENEF~
& Re~u~ed water C0n[ent required
aohieve desired slump,
compressive and flexure[
and allows the use of more
ca1 mixes.
& Improved paste ~uall~ makes con-
crete easier to pumO ~d fid~sh.
· Consistent normaJ setting tir~esthrough-
out [he ~ecommended
& Lower wamr ce~en[ re[ids provide
=ecreasad permeaDili~ and
durabili~.
Combination wl~h o~er Aflm~tu~:
P]as~ocrete 1~I wor~s e~.:tlvely
8~ngle admixture or in com~lnafiO~
o~er admixtures i~ the ~ka System. When
air entrained concrete 1~ ~pecified, Sika
recommenas the use o(SiKA fir entraining
Ag~m.
HOW TO USE
OOSAOE
Addidon rates of,3 - 6 Il, OZ./100 lbs. (195
.390 mi/lOg kg) ot ~emant are recom-
mended k~r genera[ 00ncreta applice~ons
where normal =offing oharar, ter~s§cs are
clesired.
MIXING
Piastocrote 161 Is added at the concrete
planL Measurerequiredquantity manually
or by &u~omated dispense(, A~ld irt[o the
sated at (he w~igh hO p per 0 r Int~ the water
Ilne at tho batch plant.
Wl~en used itt combination wi~ other
m ixl~ures, care must be taken to dlspense
each ~mlxture separ~telylnte ~e mix. Do
not mix with dry demerit.
PACKAGING
P[esr~x:reTe 161 is supplied in ~5 gallon
(208 liter} drums and Dulk deiiveey.
STORAGE AND SHELF-LIFE
Pl~stocrete 161 should be stored a~abo~
35oF (2'C). If frozen, thaw ~nd ~gka~e
thoroughly ~0 return to normal s~ate Oefore
Shelf life w~e~ s~re~ ~n dry warehOUse
go~diTion~ ~ean 50er a~ BO*F (10"C-
27'C) is one year miNmum.
CAUTION
Skin and ~yelrrRant: a, void contact,The use
of NIOSH/MSHA approve~ respirator.
safety goggles ~ncl rubber gieveSis reo-
omme~ded. Avoid breathing product. Use
~vith adequate ventll&tlott, Remove cor~-
tamlr~ated clothing.
FIRSTAID
Wash skin wl~ adap anc~ water. In case~
eye contact, flushwith water for 15
~n[act a Dhysicia~, Wash clothing be~re
re. se.
CLEAN UP
Contain and collect with slosorl~en[ mate-
rial. Dispose of in accordan0e with
state a~d federal regulatiOnS.
Ma¥-ZZ-01 21:48
Pr0m-TRI DAL
Plastocrete 16,
Water Reducing Admixture {Type A)
T-053
P.O?/OB
F-0;5
tl~t
DESCRIPTION
Plae¢ocreta 161 is a polymer-type water-
reducing aclmixture, plastocrete 161
contains no ChlOrides.
Plastocrete 161 meets the requirements
of ASTM C-494 Type A and AASHTO M I g4
Type A.
APPLICATIONS
Ptastocrete 161 is recommeneed/or use
in all applications where high qu~tity
concrete with superior w0rKa, bi[ity and
normal setdng times is required,
HOW ri' WORKS
Plastocrete 169 we~ter redo=lng admix-
ture provides an economiced end t~igniy
effe(~tlve means of re~uc[~,g the amount
0t mlxin g water required to produce con-
crete of a ce?lath slump by sating ~s a
~[spersant for the cement particles in
the mix.
Through this dispersing acdon more of
[he sot{ace area Of the cement particles
is available for early hydration. The more
cement particles hydrated by contact
with the mixing water, the greater [he
compressive strength of the con=rate.
ADVANTAI3ES '
Plaeto~rem 16q is formulated aa aType
A water reducer to allow 7 - 10% water
reduction and maximize the benefits of
increased hych'ation in oot~ the hard-
ened and plastic states.
BENEFrI~
· R~Ctuced water con[em required [o
aohieve desired slump, increases
compressive and ftexural $treng~hs
and ~Uows the use of mOre economi-
cal mlxe~.
· Irn~roved paste Cluallty makes con-
crete e[t~ler to pump and finish.
· Consistent normal seine tirnesthrough-
~u: Lhe recommended dosage.
· L~we? water cement ?aCidS provlOe
ciecrease~ ~erm eaDiliiy and in=reseed
durability.
Combination with other Admlxt~ma:
Plastocrete 161 works effectively aS a
single admixture or in comblnafi0~q w[tn
other admixtures in th e Sika System. When
air enzrained ¢onc(e~e 15 Specified, Sika
recommences the use o($iY, a air entraining
~gent~.
HOW TO USE
Addidon rates of 3 - 6 tl, OZ./100 Ihs. (195
.3g0 mi/100 kg) of cement a~e recom-
mended f~r genera[ 00notate ap plica§ons
where norrnal setting characteristics are
ctesired.
MIXING
Plastocrate 161 Is added at the concrete
p lanL Measure required quantity manually
or by automated dispenser, Add into the
sand a[ [he weigh hop per Of Into the water
fine at the batch plant.
When used in combination with other
mixtures, care must ~ taken to dlapense
each m~lmlx~ure separ~teiylnto the mix. OD
not mix with dry Dement.
PACKAGING
Ple~rx)cre;e 16'i is supplied ~n 55 gallon
(208 liter) drums and butk delivery.
STORAGEAND SHELF-LIFE
Plask~crete 161 s~utd be s~red at abo~
35'F (2'C). If frozen, maw ~nd ~gk~e
thoroughly ~o te~urn ~o normal state before
Shelf lite when stored in dry warehOUSe
conditions between S0*F and ~0~F (10,C-
27oC) is one year minimum.
CA U TiON
Skin and eye Ifrli~unt; avoid contact. Aa I,~
of NIOSH~HA approvSd respira~r.
a afe~ goggles ~ rubber gieves is rec-
~mended. Avoid breathing ~ro~t. U~
~th adequate ventilation, Remove con-
t~mln~d clothing
FIRST AID
Wash skin with adap an~ water. 1~ caesar
aye contacL flushwith water for 15 minutes;
contact a physician. Wash clothing be[ore
re-use.
CLEAN UP
Con,Sin and collect with absofDen! mate-
rial. Dispose ofin accordan0e wkh IocaI,
stale and federal regulations,
ASTM CE~I~ ~ION
COLOR
m
SPEG~IC aRAVITY~ml 1A7 · 0.05
pH , >8
CHLORID~ %
ASTM C.494 Type A
Brown
Ma¥-22-O1 21:4g From-TRI DAL
+ T-063 P.08/08 F-065
Plastiment
Water Reducing and Retarding Admixture (Types B & D)
1197
DESCRIPTION
Prss[Imant Is a w;.~er-reduclng and ~e-
larding admixture. Pla. slJmenl contains
no calcium clNIO['lde or any o~her tnlen-
ttonally added chlorides.
Pl~s[Iment mee~g the requirements
~TM C-494 Type~ g and D and ~SHTO
M194 Types 8 en~ D.
APPLI~ TIONS
~me~; le rec; mme~d~ for use when-
ever ~ig~ qualll[y ~o~crete with predl;t-
~ble 8nd con[rolled set times IS
Use I~ f]a~rk and horizontal ~
slip,tm pl~ements where 8 superior
~ud~e finish is re;direr.
~VA~AOES
Pl~stlment i~ highly effective in hot
weather 0entre[lng to offeet the
e~t[ng affects of high ambient ;embers-
lures by con,oiling ~e heat of hydr~-
lion. Concrete workabili~ Is anh~ced
a~ & Superlor suda~ finish iS o~Ca[ned.
BEN~
& In mass concrete pOUtS P[as~ment
co,trois ~m~ratu~e rise ~d redu cas
the rl~ of ~e;mal
~ [rtl;iai se[ ;[me~ are dei~. ~llOwlng
dine for proper piace~e~[ ~n~ finish-
ing ~thou[ cold joln~ !~ hot weat~et
c~n~itlons.
& Plastiment Ingresses concrete
and delivers I~ore~sed emly ~d ulti-
mate. oom~rea;ive and flexural
strength.
· For tie, work e, pplication$ Plastimen!
Acts as
Impr~ed. bLeedin~
& Lower w~er cement
decre~s~ ~ermeabil[~
durability.
Cemblnoflefl with other Admlxtum=~
Piae~ment we;ks effectWely ~s ~ single
admixture or in combinatio~ ~m mher
e~mixtums, in
HOW TO USE
DOS4(~E
Addition rates o! 2 - 4 fl. oz.tlO0 lbs.
[130o260 mll'100 kg] cement are rec-
ommended for general concrete applieS-
lions, Where extended retardation is
required dosage may beincraased. Please
contact your local Sike Representative
for infornlat~otN and assistance.
MIXING
Add P[ast[menl et the concrete pl~mL
Measure required quantity manu&l[y Or
by automated dispenser. Add into the
sand at ma weigh hopper or into the
water line at the berth plant'.
When useO in combination wJlh Other
admixtures, care must be to, tart 1o clfs-
panse each admixture ;el3Stately into
the mix. Do not mix with d~j oernent.
PACKAGING
Plastiment is supplied in 55 galton (208
miter} drums an~ bulk delivery.
~TOFIAGE AND ,.~NELF-LIFE
plastiment should be $lorect st at:eve
,.90oF. (-1oC) If Irozen, ;ll&w end agitale
thoroughly ~o re~urn [; norm8~ state
~heif life when stored in dry warehouse
conditions between 50"F and 8O°F (10'C-
27'C] is one year minimum.
CA UTION
Skin ~nd eye irritant; avOid c~n~iGt. The
use of NIOSH/MeHA approved resplra,-
for. safety goggles and rut)Der gloves is
reoommended. Avoid breathing product.
USe wi:h adequate ventll&tion. Remove
contaminated ~Iothing.
FIRST AID
Wash skin with soap ~,[ld water. In case
of aye co¢lJ:act, flush wlth wtter for 15
minutes; o~ntacta physician. Wash ¢loth-
lng be[ore re-use,
CLEANUP
Centain and comet ~th a0sorbe~t male-
da[. Dlel3OSe of eh accortltnce with local
state a~cl federal regulations.
TYPICAL DATA FOR PL,l:glh'~lt Nt
AeTM CERTIFICA '/'ION
COLOR
-- SPECIFIC ORA VITY g/ml
pH
CHLORIDES%
ASTM C;.¢94 Types t~ and D
YelJow/Green
1,18
>B
<0.1
mm