St Anns Catholic-SP061005 (4) STRILAND CONSTRUCTION, INC.
10860 Switzer Ave., Suite 109
Dallas, Texas 75238
( 214)340- 1811 Office
( 214)340-8925 Fax
SUBMITTAL # C-3
Date : October 5, 2006
Project : ST. ANN CATHOLIC CHURCH
180 Samuel Blvd.
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 : # 1701
3,600 psi , 6.0 Sacks, .45 Water Cement Ratio, With Air
Manufacturer: Lattimore Materials - ( 972 ) 221 -4646
Area Used : To be used for concrete materials at : Paving.
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.
Li111,4 y La.....lore Materials Company
1700 Redbud Blvd, Suite 200
McKinney,Texas 75069
(972)221-4646(main)
(972)221-4100(fax)
ate ,y 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
Use Paving
Mix No. 1701 (6 SK,WR,AIR)
Strength @ 28 Days 3600 psi
Air
Cement 564 lbs
0 lbs
Coarse Aggregate 1850 lbs
Fine Aggregate 1260 lbs
Water 256 lbs
Admixture Water Reducer 23 ozs
AEA 3_7 ozs
Total Weight 3930 lbs
Unit Weight 145.57 pcf
W/Cm Ratio 0.45
Fly Ash Replacement 0%
Maximum Temperature 95°F
Slump 5-7 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.
-...�. 0 Field Test Data Mix No. 1701 Basis for Selection
............
Contractor: Steele Freeman Data Updated: 05/17/06 ACI 318,Section 5.3.2.1(5-1)
Project: Shiver Road Elementary School Design Strength Pc: 3600 psi Modified Deviation: 482 psi
Keller,Texas Data Represents: 28 Tests Required Strength f,: 4246 psi
Laboratory: CMJ Engineering Avg.Slump:3.71 Avg.Air% 4.30 Average Strength: 4970 psi
Conc. 7 Day Data 28 Day Compressive Strength Data 28 Day 28 Day
# Date Slump Temp Air% Cy1.1 7Avg. CyL1 Cy1.2 SetAvg Avg./3 Range St.Dev. Run.Avg.
1 10/18/05 2.00 90 3.80 3290 3290 4330 4260 4300 70 4300
2 10/24/05 3.00 76 3.90 4350 4350 5180 5270 5230 90 658 4770
3 10/25/05 3.75 76 5.20 3490 3490 4750 4690 4720 4750 60 466 4750
4 10/26/05 2.75 74 4.70 4200 4200 4980 4920 4950 4970 60 393 4800
5 10/27/05 3.50 78 3.90 4160 4160 5490 5510 5500 5060 20 463 4940
6 10/28/05 4.00 80 4.20 3420 3420 4560 4600 4580 5010 40 439 4880
7 11/02/05 4.00 76 3.50 3180 3180 4040 4080 4060 4710 40 507 4760
8 01/06/06 4.00 61 4.80 3450 3450 4470 4520 4500 4660 50 478 4730
9 01/06/06 3.50 65 4.50 3680 3680 5130 5010 5070 4790 120 461 4770
10 01/06/06 3.25 69 4.90 3540 3540 4420 4550 4490 4780 130 444 4740
11 01/12/06 4.00 63 3.60 3950 3950. 4890 4990 4940 4830 100 425 4760
12 01/12/06 4.00 64 4.70 3720 3720 4690 4720 4710 4710 30 406 4750
13 01/12/06 4.00 65 4.50 3310 3310 4620 4720 4670 4770 100 389 4750
14 01/12/06 4.00 65 4.40 3230 3230 4620 4550 4590 4590 70 376 4740
15 01/13/06 3.00 60 3.80 4440 4440 5550 5480 5520 5060 70 415 4790
16 01/19/06 3.50 71 4.20 4650 4650 5520 5670 5600 5240 150 450 4840
17 01/19/06 3.00 74 4.40 4310 4310 5090 5070 5080 5400 20 439 4850
18 03/17/06 4.00 46 4.20 4040 4040 5350 5440 5400 5360 90 445 4880
19 03/17/06 4.00 54 4.20 4280 4280 5290 5450 5370 5280 160 447 4910
20 03/22/06 4.00 60 5.50 3610 3610 5010 4940 4980 5250 70 435 4910
21 03/22/06 4.00 60 5.00 3540 3540 4920 4980 4950 5100 60 424 4910
22 03/22/06 4.00 60 5.00 4350 4350 5560 5630 5600 5180 70 439 4950
23 03/24/06 4.50 50 3.20 4450 4450 5880 5820 5850 5470 60 468 4990
24 03/24/06 5.00 52 4.00 4500 4500 5670 5580 5630 5690 90 477 5010
25 03/27/06 2.50 73 2.30 4070 4070 5370 5320 5350 5490 50 472 5030
26 03/30/06 4.00 80 4.10 3780 3780 4790 4760 4780 4780 30 464 5020
27 03/30/06 4.75 80 4.60 3820 3820 4590 4640 4620 4700 50 462 5000
28 04/07/06 4.00 68 5.40 3020 3020 4200 4260 4230 4430 60 476 4970
1701 -Shiver Road Elementary.xls 1
t1oIcim Material Certification Report
Material: Hydraulic Cement, Portland Cement Test Period: 01-Aug-2006
Type: 1,11 (ASTM C150) To: 31-Aug-2006
d ,za1k. 6 . ..'s r'-"4�` 41 .5 .. ,:„., ,.. Atoc . •i , , f4 7 0 ,k *d �$ ig-i 'f1T s a*,. x e
r¢ v s r,7 "� 3,,I Y,4 . xh -, tC no �4 7., i+ x t 4E' ' »,�.ib' �.� ,fit trs 3rTA'' 1�f l
.� .. .t k . lP.,ii Ti; r ai.[,✓�. .,.4°s AINti±:? „z. 5: *,` ..:� .. ..,-.., b ,a ."b�';, ':406 11Wq'faftfi ?4, :eF0.-kti 1 a,+ 47',: ..
Holcim cement meets the specifications of ASTM C150 for Type I-II cement.
While permitted additions may result in differing compound calculations,the physical properties of the cement are virtually unchanged.
.,ok i,,, f.. 4"..x.y..:,,,,,;-: 4 l Y 9G R hGt'1t Y'i. 4 t� .PT ( ?"
y General Information i 1 ,, ,z
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/Data:on;AST�jjM Standard' Re uIrements ,*4 ;, r-',, ,,'.:-,37,„7
pr3d �.Ytak j74y'�47W'u,5rrL3,k {^., J" +'.«?< .
Chemical(C150) Physical Limit
item Limit(%) Result(%) Item C1157 C150 Result
Si02 - 20.0 Air Content(%) 12 max 9
A1203 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
CaO - 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 Gilmore(Alternative) 60 min -
C2S - 15 Final Gillmore(Alternative) 600 max -
C3A 8 max 7 Mortar Bar Expansion(%) - -
C4AF - 10
t,° a 2 &_. a,f', 1 t + a 'o t 9_; .'ae r"wn y A'-W.I O�3Ari!l mtk Me il'R.S.-i4 4'' xs'kith i SP`* : d
Y k y 1
. ess Daa on rASTM ptionalr 'equirene nts r H x w,1r a
. ,'
Chemical(C150) Physical Limit
Item I Limit(%) I Result(%) Item I C1157 C150 Result
Equivalent Alkalies(%) - 0.68 False Set(%) I 50 min 80
d tNoteS 1r + �� 'cl 1
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 SU9SC-IBED AND SWORN BEFOR5�+„Cti KAREN A.9ITTNER
,.E,�ME� t ��'�
T I :11iLlY OF• .'F �j� MY COMMISSION EXPIRES
-.- /'� _ ; "Aral+ .' OCTOBER 13,2009
NOTARY Pl1RI(C
By 1/ / /
/- .4{GG!?,
- Quality Control Manager
Jun 30 06 10: 16a p. 2
non
""■
"°"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 1" 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-I 36 #16 Sieve I %Passing ------
C-I 17 Decant (-#200 Sieve Washed) 0.98 %Passing 1.5%Max.
C-127 Bulk Specific Gravity, SSD 2.678
C-127 Absorption, 0.8 %
C-29 Unit Weight(Dry Rodded), I04.8 LbsICu.Ft.
C-29 Unit Weight(Dry Loose), 94.9 Lbs!Cu.Ft.
C-29 Voids Content(Dry Rodded), 37.3 %
C-131 LA.Abrasion, 26.5 %Loss 50% Max.
C-88 Soundness by Sodium
Sulfate(5 cycles), 3.10 %Loss 12% Max.
C-88 Soundness by Magnesium
Sulfate(5 cycles), 3.30 %Loss 18%Max.
C-123 Light Weight Pieces, 0.01 % 0.5%Max.
C-I42 Clay Lumps and Friable Particles, 0.01 % 3.0%Max.
C-25 Calcium Carbonate EQV, 96.0 %
C-25 Acid Insoluble Residue, 4.0 %
74A—/--7-1114 41(4.— .---'i
Vartan Babakhanian,P.E.
Technical Services Lab Manager
LMC Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
972-221-4646 (main)
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 ASTM C33#57
Limits
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% —b—% Retained
50% --U--% Passing
40%
30%
20%
10%
0.010 0.100 1.000 10.000
Sieve Size(in.)
Absorbtion: 1.08% ...41.101t %
ASTM C117: 0.49%
Specific Gravity: 2.67
Dry Loose Unit Wt: 96.87 Ib/ft3 f � a44 J
`:t 1QN!►1.
Dry Rodded Unit Wt: 106.27 lb/ft3
L.A. Abrasion: 26.5
Livi c Lattimore Materials Company
1700 Redbud Blvd, Suite 200
McKinney, Texas 75069
972-221-4646 (main)
972-221-9647 (fax)
r «,nttofr j4 www.lattimorematerials.corn
Gradation Analysis for Fine Aggregates
ASTM C29, C33, C117, C128 & D75 H.-
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
7..
Sand Eq.: 90.2 ,� r jab
Specific Gravity: 2.64 ,ti:-.. w
Or . '', -_, ja,
Dry Loose Unit Wt: 100.90 lb/ft3 ' -A:..*a
i 't� ioN
Dry Rodded Unit Wt: 116.14 lb/ft3
Absorbtion: 1.23%
11/99
QUALITy
9001 ft
Sika AEA-15
ISO 9002
�CHtEVEMe
Ska
Air Entraining Admixture
DESCRIPTION — admixtures, care must be taken to dis-
Sika AEA-15 admixture is a liquid solu- HOW TO USE pane 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 notlimitedto,cementcontentandtype,sand 35°F (2°C). If frozen, thaw and agitate
and AASHTOM-154 gradation,temperature and watercontent. 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 tally 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
between 4 and 6 percent air. Higher air
ADVANTAGES Skin and eye irritant;avoid contact.The use
contents may be obtained by increasing
Air entrainment is recognized as the the dosage rate. of 11t SHA approved respirator,
most effective prevention against con- safety y goggles and rubber gloves is rec-
crete scaling in exposed environments. ommended.Avoid breathing product.Use
Combination with other admixtures, par-
Air entrained concrete delivers particu- with ade q uat ventilation. Remove con-
lar benefits in the form of increased tend toincreasetheamountofentrainedair laminated clothing.
concrete durability. This is important in in the mix. Air contents should be checked
colder climates where frost and freeze- with an air-meter after batching and dosage
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 ing the required quantity per batch before re-use.
scaling by creating millions of micro- manually or with automatic dispenser
scopic air voids,allowing water trapped in CLEAN UP
the concrete to expand when the concrete equipment. Add Sika AEA-15 to mixing Contain and collect with absorbent ma-
p water or sand. Do not mix with dry ce-
freezes,thus preventing cracks caused by ment 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 TYPICAL DATA FOR SIKH AEA-15
exposed to deicing salts,marine salts and
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/mI 1.02±0.02
less water is needed to obtain the desired
workability. pH >8
CHLORIDES% <0.1
QUALITY -Plastoc rete 11/99
9001 --
ISO 9002
leHiEVEME• 0 Water Reducing Admixture(Type A)
DESCRIPTION A 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 HOW TO USE CAUTION
Plastocrete 161 water reducing admix- HOW TO USE
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 m1/100 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 taminated 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
A Reduced water content required to
achieve desired slump, increases ASTM CERTIFICATION ASTM C-494 Type A
compressive and flexural strengths yP
and allows the use of more economi-
cal mixes. COLOR Brown
• Improved paste quality makes con- SPECIFIC GRAVITY gimI 1.17 ±0.05
crete easier to pump and finish.
pH >8
CHLORIDES % <0.1
1/97
QUALITY
9001 Plastiment
'so 9002
CHI M�N� Water Reducing and Retarding Admixture(Types B&Dj
DESCRIPTION A 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
tarding 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 m1/100 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
A 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/ml 1.18 ± 0.5
pH >8
CHLORIDES% <0.1
•