ST0001-CS020201Return to []
To: City of Coppell
P.O. Box 478
Coppell, TX. 75019
GENTLEMEN
W® are sending yeu
Copies
LETTER OF TRANSMITTAL
Post Office Box 496448
Garland, Texas 75049-6448
Phone 972-240-8064
Fax 972-303-0872
Date: February 1, 2002 Job No. 14510007
Attention: S-~n Taylor
Re: City of Coppell
Creekview Dr. & Freeport Pkwy.
Coppell, TX.
[] AIMehed
I-I cc~y M teem
[] Undm sel~arale corm v~
D~w D~am
D samplm
THESE A~E I~ANSNgTTED AS CHECKED BELOW:
~ r~y~ru~ I"lAmxav.d m W
r-~ FOR ~ID$ DUE __ 1~__
REMARKS:
[] RMubm~
c~ f~ ~lMl=~a
Corrected
COPIES:
SIGNED:
Z rEIlerb -Walczako Inc.
CONS'II~JC;TION MATERIALS TESTING
REI'O~T NO:
REPOKT CIf:
FOR:
PRO~ECT:
DATE:
· METHOD:
MATER~AL SOURCE:
I:LISIOS.
ASTM C33, C:l*17r ¢128, D75, D241g
Denum Blend Sand- Stockpito at I. oed Out
SZ~VE PERCENT PER(BdT
SIZE P~LqSING PA.qSI~
3/r 100 XO0
#4 963 95-100
· 8 81.0 80-100
#X6 74,5 50-8S
d~30 38.4 2S-60
#5Q 14,5 5-30
#100 2.3 0.-10
FINENESS MODULUS B 2.03
SPECIFIC ~RAVI'/Y m 2.62
qb MINIJS 200 u 2.S4Yo
DRY ROOf)ED I 101,1
ABSOJ~TION = .8%
/Imj
CurW W. Hey, k, C.P~T.
6900 So, Ffeewoyo Suile A~I. Foil' Won~, Texoz 76134
Office (817) 293-0111 · Fax (617) 293-5644
cEIlerbee-Wc~lczak. Inc.
ON~R~JCrlON MA?~'RIAL~ T~TING
Rs:PORT NQz
REPOI~T OF~
FOR:
PRO3KCT:
DATE:
METHOD:
MATERXAL SOURCE:
LM0Z-S223GO~m
Various Pm, jects
11/S/01
ASTM C33; C:t.17~ C't27 & DTS
Sridgeport- 1" - #4
~8 .6 0-$
DRY RODDED UNIT WEIGHT = 1,0't,8 P.C.F.
SPEC/FIC GRAVI3'Y n 2.68
o/o HXNU$ 200 =
ABSORBI'ZON =
Itm.j
curtis w. Havdc,
So. Freewoy, ~ito A-1 - Fort Worth, Texos 76134
Office (617) 2~3-011t · Fax (617) 2~3-.5544
LMC
MIX HO.; 42
DE.~IGH STRENGTH; 4000
7-26
Dete IIIlump Air Te~ 7 D~Y 7 Day A'~B, ~.~ DaY ~ ~v Av9. A~ ~
I 1~1 4.00 3.7 ~ 3~ ~0 ~7~ ~80 ~ 46~ ~ 1.18
2 1~m~1 4.75 Z6 B9 ~70 4t~ ~5 ~10 ~0 ~tS 1~ 1.30
3 2~-D1 4.50 4,5 89 42~ ~10 4~5 4930 4~ 49~ 4~0 10 t.16
4 21~-01 4.~ 4.3 ~ ~0 ~ 30~ 5180 ~10 ~5 5115 170 1,30
5 2~1 4,~ 3.7 ~ 4t~ 3~0 4020 5020 4~ 49~ 4995 130 1,23
6 ~1 6,~ 3.7 92 ~0 35t0 ~85 ~30 4~ 4~ 4797 180
7 12~1 5,~ 87 ~ 3780 ~0 43~ ~I0 4~ ~ 20 1.15
6 1~1 4,~ 4.0 ~ ~O ~ 3495 4~ ~ 4~ 4~7 2~
g 1~01 5.25 4A 9fi 3~0 ~ 32~ 4~ ~0 44~ ~t0 t40 1.~
10 2~1 4.00 4.0 89 3~ ~ ~ 43~ ~0 ~55 ~8 210 t27
11 ~1 5.~ 4.1 95 3~ ~ ~70 ~ 4~0 4~5 4~3 90
12 31~1 5.~ 3.4 ~ 3370 M20 3395 42~ ~ 4186 ~ 1~ 123
13 0~1 5.~ 4.0 91 3~ 3~0 37~ ~ ~ ~ ~ 2Q 1.~
14 t~A~l 5.~ 4.3 89 3~0 ~ ~ ~10 4~ 4~ ~ 60 1.19
15 1~1 5.00 4.1 e5 ~0 3~ 38~ ~0 4~ 5015 4~8 7D 1.31
18 21-~1 5.~ 5.0 93 31~ 31~ 31~ 41~ 43~ 42~ ~18 240 1.~
17 ~t 4.75 42 ~ ~ ~20 ~0 ~ 4~0 ~ ~ 20 1.27
18 27~u~01 5.~ 4,7 63 3170 3~ 3236 ~70 42~ 4375 ~ 1~ 1.35
19 1~01 5.~ 4.3 ~ ~ ~ ~10 53~0 ~ 51~ 4~ 2~ 1.33
2o 1~1 6~ 4.2 ~ 2~ 2~ ~ ~0 ~o 4010 4~ ~
21 ~1 5.~ 4.0 78 4170 4~ 42~ ~ 51~ ~ 46~ 2~ 1.26
~ 2~1 5.~ 4.7 81 ~ 3~0 3~. 47~ 4610 ~ ~ 20 1~1
23 ~1 5.76 4.3 73 ~ ~70 ~ ~ 4510 ~ 48~ ~ 1~2
24 2~1 5.~ 3,5 ~ ~10 3~0 ~ ~80 44~ ~5 4~ 10 1.~
~ 31~t 5,~ 4.6 ~ ~70 3~ ~ ~ 4180 4~ 43~ ~ 1,21
~ ~-N~I 4.~ 4.8 74 ~ ~70 2~ 45~ 4~ ~ ~95 2~ 1.58
27 07-~1 6.~ 3.8 75 ~ 31~ 3160 38~ 41~ ~t5 ~ 250 1.26
28 12~1 4.~ 3.~ 75 ~ ~0 ~ 4~0 4~0 4575 43~ 110 1,26
4.89 4.t 86 3818
STD. OliV.
MOO: DEV.
ACI 318-5.3.1.2 REQUIREMENTS:
(8.1) fo'=lc* 1.34s
(6.2) for = fc + 2,33s- 500
4694
356
36O
4483
4339
130 1.26
Lattimore Matexial~ Company
P.O. Box 556-McKinmsy, Texas 75~556
(~) 221~6~- (~2) 5~4~
1/97
DESCRIPTION
$ika AEA, t5 admixfura is
specifically to proviOe sidle and pre-
umtorm air bu~le spac~g th~oughoul
ASTM C-260 fo~ ai~ entr~ning ~dmix~ras
~d ~HTO ~154
APPLI~TIONS
Sika AEA-15 c~ be ~d ~en~er air
mix, ~cast and block producers
ail achieve optimum entrained air c~n-
or f~-ash is added to
~VA~AGES
Air entrained co~mle ~vers pa~tlcu-
~r entraining agents h~p [o prev~l
scopic a~ void8, a~w[~
f¢~z~. ~s pr~a~g cracks c~
n~uraiexp~sion. Enl~ ai~ v~in
W~kebi~ and placeebilily are ~80 ira-
Addition r at~s will val¥ dapendi~lg on ~he a, ir
content required for a particular project.
Typically air con,ants w~il be spe~ifiedin the
range ~t 4 to 8 percent by volume, Other
noUir~ited [o. careen t conta~[ and type,
SiKe rscammends~af trial mixesbe ~e$1ed
are made that may a~fect the amount of
entr~ned air.
Dosage rates ~[ Sika AEA-15 wilt lypi-
cally fall between 1/4 and 1 fl?z. I100 lbs.
(16 - 65 mi/100 kg) of cement to entrain
between 4 end 6 po;cent air. Higllef air
con[ants may be obtained by increasmg
the dosage rate.
equipment. A0d Sika A~A.1S to mixing
me~. When used in conVoina~ion w~ O~her
PACKAGINO
Sika AEA- 15 is supplied in 55 gallon (208
liter) Orums and bulk delivery.
e TQFL4GE AND eH~.F &IF E
Sika AcA-rS should be Stored al above
35'F (2'C). If trojan, thew and agitate
thoroughly to return to its normal state
before usa.
Shelf life when StOred in d~y warehouse
conditlons bet'weon 5OaF and 80'F ( 10°C~
27~C) is t yeer rain'nUm.
Skin aM eye irritant; avoid contacL The L~a
of NIOSH/MSHA approved resPffator.
safely goggles and rubber glove~ is re¢-
ommanded. AVOidbreathing product Use
wilt~ adequate ventilation. Remove con-
taminated clothing.
FIRST AID
Wash skin with soap and water. In c~se
of eye oontact, ftusn with wa[er for 1§
minutes; contact a physician. Wash cio(h-
mg before re.use,
CLEAN UP
Contain and collect with absorben( ma-
terial Dis0ose Of in acco;danpe with
local, sate and tede~al regulations.
C.260 Air Enjoining Admixtures
" Plast°crete® 161
~ Water Re~u~ing Admixture (Type A)
1/9',
DESCRIPTION
Plastocrete 161 is a palyrner-~ype water-
rec/ucin{~ a~3rnlxture, Plastoc~ete 161
of ASTM C-494 TypeA a~d AASHTO M 194
APPLICATIONS
in all applicalions where high quality
concrete with superior warkabili~y and
HOW IT ~ORI~
dispersant for Ihs cement particles ih
Through this cJtspe;el~g action mo~e
the sudace area at the cement
is ava~la bls tot early nydr aiion. The more
~ement pa~licles hydrated by Qo~ltact
with the mixing water, the greater the
compres~dva s~rengto of the concrete.
ADVANTAC~S
P~too;ete 161 is ton'nulatec~ as a Type
A water reducer to allow 7 - ln% water
recluo;ion and maximize the benefits of
k'creased [~y~ration in both the hard-
BENEPITS
· Reduce(~ water content required to
compressive end fle~ural ;~r. engths
· Improved paste clceli~ make8 don-
crete easier to pump and finish.
Cemblnatiml with oilier Aelllatuta.:
Piastocrem 161 v.~3tks effectively as a
recommends tho use at Sika a~ enlrajmng
Addition (ste6 ~ 3 - 6 fl. oz./100 lbs. ( t a5
.39a rnt/100 kg) of cement ate recom*
men~eO f~'ge~e~'el concrete applicotJofls
where normal ealfiflg che~aCleristloo are
M/XWG
PIMIocreto 101 i6 a(~cd a[ the cancrele
plant. Measure requires quantity rnenua~y
each admixture =eparatelV Into the rnL~. Do
nor rmx with dry cement
Skin end eye i~d~ant; avo~ contact. Tl'm use
0f NIOSHIMSHA approved respire, tar,
solely goggles a~d rut3bM gloves is ~ec-
ommeoded. Awid ~ea~ing product. Use
with adequate vantll&tiorl. Remove con-
FMST~
Wash sI,Jn w~{h soap and water. In ceseof
eye c~lMct, flL~l With wa~er for 15 nlnu{es;
contact a phySmien. Wash clothing before
CLE4N U~
stateand federal regulations,
AaT~ CERlaRCA T/ON ASTM C-494 Type A
COLOR Brown
SPECIFIC ~RA VITY ~ 1.17.0.05
,.~ >8
CHLORIDES % <0.1
Plastiment
Water Reducing and Retarding Admixture (Type~ B & D)
DE,~CRIPTION
Plastiment meets tea requirements of
ASTM C-4~1 Types B ~nd D and AASHTO
M194 Types B and D
APPLICATIONS
Plasfime~t i~ highly effective in hot
we~lher concreting to offset the accel-
erasing affects of Iligi3 ambient Mmpara-
lures by conffolllng fi3e heat of hydra.
ho.q. Concrete workability ts enhanced
and a superior su dace finish is obtained.
t~e risk of thermal cracking
· Initial set times ere delayecL allowing
time for p~opar placemem and finish-
icg without cold jomM in hot weather
conditions.
· Plestimentinc~aeses concrete 0ensily
and delr~ers increased early an~ ulti-
mate, compressive and ftaxural
strengths.
· For tiah~ork applications Plestiment
acts aa · fimsning aici, wotkabtii~y is
improved, bleecilog i$ Contralto and ~
Superior surtace finish is obtained.
decreaseci p~meat~ty and increalMd
durability
admixtures in P~e Sika Syslem.
laACK~O~
P~astiment is suppl~ecl in 55 gatiG~ (208
30'F (-1'C) If trozef~, Ih~w and agitate
before use.
Shell life Wen stored in dry warehouse
conditions be~ween,~c'ancteO'F ( 10'C-
27'C) ia one year minimum.
Addition rams of 2 - 4 fl. cz,/100 lbs.
(130-2~0 mi/lO0 kg) cenlen! are re~3-
emmenOed for general concrete a~pl~ce-
t~ons. W~are exlen~ed retardation is
contact your local Sika RepresenMtive
tot informa~n and assatance.
Add plastiment at tl'~ concmM plant.
Measure requited Quantity manually Or
by automaled clispar~ar, Add imo
sand at t~ weigh hopper or Lqto
water kne a~ rne oamh Plant,
W~n used in oombina~on wirn other
admixtures, care must be taken to dis-
pease e~ch a0mixture separately into
the mix. ~ ~t m~ w;~ ~ ce~nt.
Skin and aye irritant; archi contact. The
use of NIOSH~MSHA aoproved respira-
tor, safety goggles and rubber gloves is
recemrnencted. Avoid breathing
Use with aclaquMe ventilation. Remove
cor~tamma~o(~ ClOlh~lg,
Contain and COllect wilh aoso~ent moM-
rial. Dispose o! in accordance wlt~ local,
state and federal regulations,
COLOR Yellow/Green
8PECIFICGRAVITYE/~I 1.18 = 0.5
pH