St Anns Catholic-SP061005 (3) STRILNND CONSTRUCTION, INC.
10860 Switzer Ave., Suite 109
Dallas, Texas 75238
(214) 340- 1811 Office
(214)340-8925 Fax
SUBMITTAL # C-2
Date : October 5, 2006
Project : ST. ANN CATHOLIC CHURCH
180 Samuel BIVd.
Coppell, Texas 75019
Sub-Contractor: STRILAND CONSTRUCTION, INC.
10860 Switzer Ave., Suite 109
Dallas, Texas 75238
General Contractor: FRANK DALE CONSTRUCTION, LTD.
250 Bank Street
Southlake, Texas 76092
Architect : PAGESOUTHERLANDPAGE
3500 maple Avenue, Suite 600
Dallas, Texas 75219
Owner: ST ANN CATHOLIC PARISH 180
Samuel Blvd.
Coppell, Texas 75019
Supplier: LATTIMORE MATERIALS
1700 Redbud Blvd., Suite 200
McKinney, Texas 75069
Specification Section : 03300-PROPORTIONING AND DESIGN MIXES-Concrete Mixes
Item : Lattimore Concrete Mix : # 1261
3,000 psi , 5.0 Sacks, .53 Water Cement Ratio, With Air
Manufacturer : Lattimore Materials - ( 972 ) 221 -4646
Area Used : To be used for concrete materials at : Pedestals, Light Pole Bases,
Water Heater Pad, Trans Pad, Sidewalks &Barrier-Free Ramps.
Reviewed by Striland Construction, Inc.
Project: St.Ann Catholic Church
Spec. Section : 03300 Proportioning and Design Mixes: (Concrete Materials )
"This submittal has been reviewed for compliance
with requirements of work and of Contract Documents"
David H. Crenshaw
STRILAND CONSTRUCTION, INC.
Lmc Lattin._.e Materials Company
1700 Redbud Blvd, Suite 200
McKinney,Texas 75069
(972)221-4646(main)
(972)221-4100(fax)
MINENEMENN
www.lattimorematerials.com
Concrete Mix Design
Date: 4-Oct-06
Client: Striland Construction
Project: St.Ann Catholic Church
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
Pedestals,Light Pole Bases,Water Heater Pad,
Use Transformer Pad,Sidewalks&Barrier Free Ramps
Mix No. 1261 (5 SK,WR,AIR)
Strength @ 28 Days 3000 psi
Air
Cement 470 lbs
0 lbs
Coarse Aggregate 1850 lbs
Fine Aggregate 1354 lbs
Water 250 lbs
Admixture Water Reducer 19 ozs
AEA 3_1 ozs
Total Weight 3924 lbs
Unit Weight 145.34 pcf
W/Cm Ratio 0.53
Fly Ash Replacement 0%
Maximum Temperature 95 °F
Slump 4-6 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.
LMC Field Test Data Mix No. 1261 Basis for Selection
Contractor: The Beck Group Data Updated: 05/15/06 ACI 318,Section 5.3.2.1 (5-1)
Project: Southlake Town Square Design Strength fc: 3000 psi Standard Deviation: 478 psi
Southlake,Texas Data Represents: 42 Tests Required Strength fir: 3641 psi
Laboratory: Terracon Avg.Slump: 5.48 Avg.Air% 5.22 Average Strength: 3920 psi
Conc. 7 Day Data-•° 28 Day Compressive Strength Data 28 Day 28 Day
# Date Slump Temp Air% Cy1.1 7Avg. Cyl.1 Cyl.2 SetAvg Avg./3 Range St.Dev. Run.Avg.
1 11/10/05 7.25 62 4.30 1970 1970 3320 3270 3300 50 3300
-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 11/30/05 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
21 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
ta\
Holcim Material Certification Report
Material: Hydraulic Cement, Portland Cement Test Period: 01-Aug-2006
Type: 1,11 (ASTM
✓�,xf ,.1.r s,# " +...r n t rm G4 ' C 15 0n)_ _... . . . .. .. . To: 31-Aug-2006 1-Aug-200 6
,,, r ,, , Y , .. a 6F " VF' ' t
r+f
i
rj t v 4( r t k,;34- i v '`'„`C rt(r� t t Y i2a S G 1 i ,{ ''' '” S Ad
'''''',1''''''4'a tr v w u I°s-4'.4., � t � „A K iiQ tb#_�, 9 4 :,,, #:r F.� 4.:;„r,,4, .
_
Holcim cement meets the specifications of ASTM C150 for Type I-ll cement.
While permitted additions may result in differing compound calculations,the physical properties of the cement are virtually unchanged.
,...iii..,-,:i,,,,,:,:,.€,, , ,„1 c , - General In of rmatton ',,. .s. „e f t a€, ' x � .7:
Supplier: Holcim(US)Inc. Source Location: Holcim(US)Inc.
Address: 1800 Dove Lane 1800 Dove Lane
Midlothian,TX 76065 Midlothian,TX 76065
Telephone: 972 923 5800 Contact: Urs Fuchs
The following information is based on average test data during the test period. The data is typical of cement shipped by
Holcim;Individual shipments may vary.
.,, Tests•DData.ln ASTM St andard�Requ(rementsi y C, t ; , k •
Chemical(C150) Physical Limit
Item Limit(%) Result(%) Item C1157 C150 Result
Si02 - 20.0 Air Content(%) 12 max 9
AI203 6.0 max 4.8 Blaine Fineness(m2/kg) 280 min 374
Fe203 6.0 max 3.3 ;45 pm(No.325)Sieve(%) - 7.8
CeO - 63.9 -45 pm(No.325)Sieve(%) - 92.2
Mg0 6.0 max 0.8 Autoclave Expansion(%) 0.80 max 0.01
SO3 3.0 max* 3.2 Compressive Strength MPa(psi):
Loss on Ignition 3.0 max 2.5
Insoluble Residue 0.75 max 0.42 3 Day 12.0(1740)min 25.0(3630)
CO2 - 1.1 7 Day 19.0(2760)min 30.9(4480)
Limestone 5.0 max 2.6
CaCO3 In Limestone 70 min 89 Initial Vicat(minutes) 45-375 129
Potential Compounds: Final Vicat(minutes) - 201
C3S - 56 Initial Gitlmore(Alternative) 60 min -
C2S - 15 Final Gillmore(Alternative) 600 max -
C3A 8 max 7 Mortar Bar Expansion(%) - -
C4AF - 10
�t ` £`�44a i C'''''''''''4'''''It L 1.,f4■a ww ? y d'°6"- > 6L4 3 r v 1..'''','4,3,'1':',,_ S•' ess ata on ASTM Optional" Re�gi ilrements '`� /A
'm.
Chemical(C150) Physical Limit
Item I Limit(%) I Result(%) Item C1157 I C150 Result
Equivalent Alkalies(%) 0.68 False Set(%) 50 min 80
fi J -;: Notes , ,
List of Constituents:Portland Cement
This material complies with AASHTO M85 specifications with a max Blaine of 400 m2/kg.
*It is permissible to exceed the specification limit assuming the ASTM C1038 Mortar Bar Expansion does not exceed 0.020%.
1582 SUBSC IBED AND SWORN BEFORE ME .t ; \, KAREN A.BITTNER
T 1 OL}Y OF t9 at 16 j MY COMMISSION EXPIRE-S
abY
a.A4■— ; ',11,0,5 • OCTOBER 13,2009
NnTAPV Pi 1111 r
., / /
By #.- -4(6/P,
- Quality Control Manager
Jun 30 08 10: 16a p. 2
■O■
E ON
. `°`Hanson
•
Hanson Aggregates
South Central Region
Technical Services Lab
1000 N.MacArthur Blvd.
Grand Prairie,TX 75050
Tel. 972-260-3646
Fax. 972-260-3655
www.hansonplc.com
MATERIALS EVALUATION
Coarse Aggregates
Source: Hanson @ Bridgeport(Perch-Hill)Plant Technical Services
#712
Type: ASTM#57(1"-#4) Crushed Lime Stone Report: 2006-8
Lab NO: TS-Weekly-06 Date:06-13-06
Date: Received 06-01-06
ASTM TEST TEST ASTM C-33
METHOD DESCRIPTION RESULTS Specification
C-136 2" Sieve 100 %Passing -----
C-136 1-1/2"Sieve 100 %Passing 100
C-136 I" Sieve 98 %Passing 95-100
C-136 3/4" Sieve 75 %Passing --------
C-136 1/2" Sieve 44 %Passing 25-60
C-136 3/8" Sieve 30 %Passing
C-136 #4 Sieve 5 %Passing 0-10
C-I36 #8 Sieve 2 %Passing 0-5
C-136 416 Sieve I %Passing
C-117 Decant (-4200 Sieve Washed) 0.98 %Passing 1.5%Max.
C-127 Bulk Specific Gravity, SSD 2.678
C-I27 Absorption, 0.8 %
C-29 Unit Weight(Dry Rodded), 104.8 Lbs/Cu.Ft.
C-29 Unit Weight(Dry Loose), 94.9 Lbs/Cu.Ft.
C-29 Voids Content(Dry Rodded), 37.3 %
C-131 L.A.Abrasion, 26.5 %Loss 50% Max.
C-88 Soundness by Sodium
Sulfate(S cycles), 3.10 %Loss 12% Max.
C-88 Soundness by Magnesium
Sulfate(5 cycles), 3.30 %Loss 18%Max.
C-123 Light Weight Pieces, 0.0] % 0.5%Max.
C-142 Clay Lumps and Friable Particles, 0.01 % 3.0%Max.
C-25 Calcium Carbonate EQV, 96.0 %
C-25 Acid Insoluble Residue, 4.0 %
,,7aLL-7,44/(1,,.._ ____1'
Varian I3abakhanian,P.E.
Technical Services Lab Manager
LNIC Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
972-221-4646 (main)
amommummomm 972-221-9647 (fax)
www.lattimorematerials.com
Gradation Analysis for#57 Coarse Aggregate
ASTM C29, C33, C117, C127& 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 AST Limits s
1-1/2" 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%
3/8" 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%
70%
60% —4—%Retained
50% —f—% Passing —
40%
30%
20%
10%
0.010 0.100 1.000 10.000
Sieve Size(in.)
Absorbtion: 1.08% `�,►t1
�i i(`ei l
ASTM C117: 0.49% `�`�
e.4411 21k
Specific Gravity: 2.67 , � - •-
Dry Loose Unit Wt: 96.87 lb/ft3 e I
Dry Rodded Unit Wt: 106.27 lb/ft3
L.A.Abrasion: 26.5
LMC Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
972-221-4646 (main)
972-221-9647 (fax)
,--wn ,ra.p ,y + a www.lattimorematerials.com
Gradation Analysis for Fine Aggregates
ASTM C29, C33, C117, C128 & D75
Date Sampled: 11-Sep-2006 Sample: Spec
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 % Retained
C33 Limits TxDOT 421
3/8" 0.375 0.0 0.0% 100.0% 100% 0%
1/4" 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% to 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 4,. 44'p-',1 ,ptib
Specific Gravity: 2.64 dam. :171'4-K
Fd
Dry D Loose Unit Wt: 100.90 lb/ft 3 ,c "2,a N' ,a
Dry Rodded Unit Wt: 116.14 Ib/ft3
Absorbtion: 1.23%
11/99
QUALITY Sika° AEA-15
9001
�S�9002 ,�
�CH1EVEM— 1 " Air Entraining Admixture
DESCRIPTION admixtures, care must be taken to dis-
Sika AEA-15 admixture is a liquid solu- HOW TO USE pence each admixture separately into the
tion of concentrated organic materials. It mix.
has been formulated and manufactured DOSAGE
specifically to provide stable and pre- Addition rates will vary depending on the air PACKAGING
dictable air contents in concrete, with content required for a particular project. Sika AEA-15 is supplied in 55 gallon(208
uniform air bubble spacing throughout Typically air contents will be specified in the liter)drums and bulk delivery.
the concrete matrix. range of 4 to 8 percent by volume. Other
factors that may affect the amount of air STORAGE AND SHELF LIFE Sika AEA-15 meets the requirements of entrained into the concrete include,but are Sika AEA-15 should be stored at above
ASTM C-260 for air entraining admixtures notiimitedto.cementcontentandtype,sand 35°F (2°C). If frozen, thaw and agitate
and AASHTOM-154 gradation,temperature and water content. thoroughly to return to its normal state
Sika recommends that trial mixes be tested before use.
APPLICATIONS whenever material or any other changes
Sika AEA-15 can be used whenever air are made that may affect the amount of Shelf life when stored in dry warehouse
entrained concrete is desired. Ready- entrained air. conditions between 50°F and 80°F(10°C-
mix, precast and block producers can 27°C)is 1 year minimum.
all achieve optimum entrained air con- Dosage rates for Sika AEA-15 will typi-
tents,even where harsh mixes are used cally fall between 1/4 and 1 fl.oz./100 lbs. CAUTION
or fly-ash is added to the mix. (16-65 ml/100 kg) of cement to entrain
ADVANTAGES between 4 and 6 percent air. Higher air
contents may be obtained by increasing Skin and eye irritant;a avoid ntacspirat use
Air entrainment is recognized as the of Ny goggles SHA approved respirator,
g the dosage rate. safety o les and rubber gloves is rec-
most effective prevention against con- y 9 g9 9
crete scaling in exposed environments. Combination with other admixtures,par- ommended.Avoid breathing product.Use
Air entrained concrete delivers particu- with with adequate ventilation. Remove con-
lar benefits in the form of increased taminated clothing.
tend toincreasetheamountofentrainedair
concrete durability. This is important in in the mix. Air contents should be checked
colder climates where frost and freeze- FIRST
-meterafterbatchinganddosage FIRST AID
thaw cycles can cause scaling and dam- adjustments made at the concrete plant. Wash skin with soap and water. In case
age to the concrete surface. of eye contact, flush with water for 15
MIXING minutes;contact a physician. Wash cloth-
Air entraining agents help to prevent Measure the required quantity per batch ing before re-use.
scaling by creating millions of micro- manually or with automatic dispenser
scopic air voids,allowing water trapped in mixing a q ui p g equipment. Add Sika AEA-15 to CLEAN UP
an
the concrete to expand when the concrete Contain and collect with absorbent ma-
p water or sand. Do not mix with dry ce-
freezes,thus preventing cracks caused by men[.When used in combination with other serial. Dispose of in accordance with
natural expansion. Entrained air voids in local,state and federal regulations.
the concrete will also increase durability in _
harsh environments where concrete is
exposed to deicing salts,marine salts and TYPICAL DATA FOR SIKA AEA-15
sulfates.
Workability and placeability are also im- ASTM CERTIFICATION C-260 Air Entraining Admixtures
proved by the lubricating action of the COLOR Brown
microscopic bubbles in the concrete.
Concrete will flow better, and bleeding
and shrinkage will be reduced because SPECIFIC GRAVITYg/ml 1.02±0.02
less water is needed to obtain the desired
workability. pH >8
CHLORIDES% <0.1
QUALITY astocr 8 11/99
P-1
9001
ISO 9002
fika
lcyiEVEME° Water Reducing Admixture(Type A)
DESCRIPTION •Consistent normal setting times through- PACKAGING
Plastocrete 161 is a polymer-type water- out the recommended dosage. Plastocrete 161 is supplied in 55 gallon
reducing admixture. Plastocrete 161 (208 liter)drums and bulk delivery.
contains no chlorides. A Lower water cement ratios provide
decreased permeability and increased STORAGE AND SHELF-LIFE
Plastocrete 161 meets the requirements durability. Plastocrete 161 should be stored at above
of ASTM C-494 Type A and AASHTO M194 35°F (2°C). If frozen, thaw and agitate
Type A. Combination with other Admixtures: thoroughly to return to normal state before
Plastocrete 161 works effectively as a use.
APPLICATIONS single admixture or in combination with
Plastocrete 161 is recommended for use other admixtures in the Sika System.When Shelf life when stored in dry warehouse
in all applications where high quality air entrained concrete is specified, Sika conditions between 50°F and 80°F(10°C-
concrete with superior workability and recommends the use of Sika air entraining 27°C)is one year minimum.
normal setting times is required. agents.
HOW IT WORKS CAUTION HOW TO USE
Plastocrete 161 water reducing admix-
ture provides an economical and highly Skin and eye irritant;avoid contact.The use
effective means of reducing the amount DOSAGE of NIOSH/MSHA approved respirator,
of mixing water required to produce con- Addition rates of 3-6 fl.oz./100 lbs.(195 safety goggles and rubber gloves is rec-
crete of a certain slump by acting as a - 390 ml/100 kg) of cement are recom- ommended.Avoid breathing product.Use
dispersant for the cement particles in mended for general concrete applications with adequate ventilation. Remove con-
the mix. where normal setting characteristics are Laminated clothing.
desired.
Through this dispersing action more of FIRST AID
the surface area of the cement particles MIXING Wash skin with soap and water. In case of
is available for early hydration.The more Plastocrete 161 is added at the concrete eye contact,flush with water for 15 minutes;
cement particles hydrated by contact plant.Measure required quantity manually contact a physician.Wash clothing before
with the mixing water, the greater the or by automated dispenser. Add into the re-use.
compressive strength of the concrete. sand at the weigh hopper or into the water
line at the batch plant. CLEAN UP
ADVANTAGES Contain and collect with absorbent mate-
Plastocrete 161 is formulated as a Type When used in combination with other ad- rial. Dispose of in accordance with local,
A water reducer to allow 7 - 10% water mixtures,care must be taken to dispense state and federal regulations.
reduction and maximize the benefits of each admixture separately into the mix.Do
increased hydration in both the hard- not mix with dry cement.
ened and plastic states.
BENEFITS TYPICAL DATA FOR PLASTOCRETE 161
• Reduced water content required to
achieve desired slump, increases ASTM CERTIFICATION ASTM C-494 Type A
compressive and flexural strengths
and allows the use of more economi-
cal mixes. COLOR Brown
A Improved paste quality makes con- SPECIFIC GRAVITY g/ml 1.17 ± 0.05
crete easier to pump and finish.
pH >8
CHLORIDES % <0.1
1/97
0UALITy
900,
Plastiment ISO 9002
1CHIEVEMO Water Reducing and Retarding Admixture(Types B&D)
•
DESCRIPTION •For flatwork applications Plastiment PACKAGING
Plastiment is a water-reducing and re- acts as a finishing aid, workability is Plastiment is supplied in 55 gallon (208
carding admixture. Plastiment contains improved,bleeding is controlled and a liter) drums and bulk delivery.
no calcium chloride or any other inten- superior surface finish is obtained.
tionally added chlorides. STORAGE AND SHELF-LIFE
A Lower water cement ratios provide Plastiment should be stored at above
Plastiment meets the requirements of decreased permeability and increased 30°F (-1°C). If frozen, thaw and agitate
ASTM C-494 Types B and D and AASHTO durability. thoroughly to return to normal state
M194 Types B and D. before use.
Combination with other Admixtures:
APPLICATIONS Plastiment works effectively as a single Shelf life when stored in dry warehouse
Plastiment is recommended for use when admixture or in combination with other conditions between 50°F and 80°F(10°C-
ever high quaility concrete with predict- admixtures in the Sika System. 27°C) is one year minimum.
able and controlled set times is desired.
Use in flatwork and horizontal or vertical HOW TO USE CAUTION
slipform placements where a superior
surface finish is required.
DOSAGE Skin and eye irritant; avoid contact. The
ADVANTAGES Addition rates of 2 - 4 fl. oz./100 lbs. use of NIOSH/MSHA approved respira-
Plastiment is highly effective in hot (130-260 ml/100 kg) cement are rec- tor,safety goggles and rubber gloves is
weather concreting to offset the accel- ommended for general concrete applica- recommended.Avoid breathing product.
erating effects of high ambient tempera- tions. Where extended retardation is Use with adequate ventilation. Remove
tures by controlling the heat of hydra- required dosage may be increased.Please contaminated clothing.
tion. Concrete workability is enhanced contact your local Sika Representative
and a superior surface finish is obtained. for information and assistance. FIRST AID
Wash skin with soap and water, In case
BENEFITS MIXING of eye contact, flush with water for 15
•In mass concrete pours Plastiment Add Plastiment at the concrete plant. minutes;contact a physician.Wash cloth-
controls temperature rise and reduces Measure required quantity manually or ing before re-use.
the risk of thermal cracking. by automated dispenser. Add into the
sand at the weigh hopper or into the CLEAN UP
• Initial set times are delayed, allowing water line at the batch plant. Contain and collect with absorbent mate-
time for proper placement and finish- rial. Dispose of in accordance with local,
ing without cold joints in hot weather When used in combination with other state and federal regulations.
conditions. admixtures, care must be taken to dis-
pense each admixture separately into
•Plastiment increases concrete density the mix. Do not mix with dry cement.
• and delivers increased early and ulti-
mate, compressive and flexural
strengths. TYPICAL DATA FOR PLASTIMENT
ASTM CERTIFICATION ASTM C-494 Types B and D
COLOR Yellow/Green
SPECIFIC GRAVITY g/mI 1.18 ± 0.5
pH >8
CHLORIDES% <0.1
•