St Anns Catholic-SP061005 (2) STRILAND CONSTRUCTION, INC.
10860 Switzer Ave., Suite 109
Dallas, Texas 75238
(214) 340- 1811 Office
(214)340-8925 Fax
SUBMITTAL # C-1
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 : # 1216
3,000 psi , 5.0 Sacks, .55 Water Cement Ratio, No Air
Manufacturer : Lattimore Materials- ( 972 ) 221 -4646
Area Used : To be used for concrete materials at : Slab, Footing & Plumbing
Trench.
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.
Livic Lattin...re Materials Company
1700 Redbud Blvd, Suite 200
McKinney,Texas 75069
(972)221-4646(main)
(972)221-4100(fax)
www.lattimorematerials.com
--I Concrete Mix Design I
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
1 Cubic Yard By Weight - SSD
Use Slabs,Footings&Plumbing Trench
Mix No. 1216 (5 SK,WR)
Strength @ 28 Days 3000 psi
Cement 470 lbs
0 lbs
Coarse Aggregate 1850 lbs
Fine Aggregate 1463 lbs
Water 259 lbs
Admixture Water Reducer 19 ozs
AEA 0_0 ozs
Total Weight 4042 lbs
Unit Weight 149.71 pcf
W/Cm Ratio 0.55
Fly Ash Replacement 0%
Maximum Temperature 95°F
Slump 4-6 inches
Entrained Air
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.
Lam'C Field Test Data Mix No. 1216 Basis for Selection
mmemsremiosmem
Contractor: Hughs&Sons Data Updated: 01/26/06 ACI 318,Section 5.3.2.1(5-1)
Project: Terry Middle School Design Strength fc: 3000 psi Standard Deviation: 463 psi
Mesquite,Texas Data Represents: 38 Tests Required Strength f 3620 psi
Laboratory: Hooper Engineering Avg.Slump:5.04 Average Strength: 4000 psi
Conc. 7 Day Data 28 Day Compressive Strength Data 28 Day 28 Day
I # Date Slump Temp Cy1.1 7Avg. Cy1.1 Cy1.2 SetAvg AvgJ3 Range St.Dev. Run.Avg.
1 07/13/05 4.50 90 3000 3000 3630 3720 3680 90 3680
2 07/13/05 5.00 90 2670 2670 3480 3310 3400 170 198 3540
3 07/13/05 5.00 921 2620 2620 3690 3530 3610 3560 160 146 3560
4 07/13/05 5.50 93 2590 2590 3150 3210 3180 3400 60 226 3470
5 07/13/05 4.50 94 3100 3100 3880 3940 3910 3570 60 278 3560
6 07/13/05 5.00 94 2950 2950 3630 3510 3570 3550 120 249 3560
7 07/29/05 5.00 91 3050 3050 4330 4310 4320 3930 20 367 3670
8 07/29/05 5.50 92 2730 2730 3720 3780 3750 3890 60 341 3680
9 07/29/05 5.25 94 2650 2650 3740 3600 3670 3710 140 319 3680
10 08/04/05 5.00 93 3090 3090 4400 4330 4370 4020 70 372 3750
11 08/04/05 4.50 93 2820 2820 3970 3930 3950 4000 40 358 3760
12 08/04/05 4.75 94 3180 3180 4450 4230 4340 4220 220 380 3810
13 08/11/05 4.75 87 3480 3480 4410 4420 4420 4240 10 401 3860
14 08/11/05 4.50 89 3030 3030 4180 4360 4270 4270 180 400 3890
15 08/11/05 4.25 89 3150 3150 4160 3920 4040 4160 240 388 3900
16 08/11/05 4.75 90 2880 2880 3770 3810 3790 4030 40 376 3890
17 09/06/05 5.00 86 2980 2980 3890 3770 3830 3890 120 364 3890
18 09/06/05 5.50 85 2990 2990 3850 3690 3770 3800 160 354 3880
19 09/06/05 6.00 86 2850 2850 3760 3610 3690 3760 150 347 3870
20 09/06/05 6.00 86 2890 2890 3780 3710 3750 3740 70 339 3870
21 09/06/05 5.50 89 2490 2490 3530 3490 3510 3650 40 339 3850
22 09/20/05 5.00 88 2790 2790 3500 3670 3590 3620 170 336 3840
23 09/20/05 5.00 88 3240 3240 3910 4170 4040 3710 260 331 3850
24 09/20/05 5.00 92 2270 2270 3090 3080 3090 3570 10 358 3810
25 09/20/05 4.75 93 2710 2710 3710 3830 3770 3430 120 351 3810
26 09/30/05 4.75 78 3540 3540 4710 4970 4840 4840 260 399 3850
27 09/30/05 5.00 82 3690 3690 4610 5060 4840 4840 450 435 3890
28 09/30/05 4.50 83 3470 3470 4810 4710 4760 4800 100 457 3920
29 09/30/05 5.25 83 3170 3170 4420 4380 4400 4670 40 458 3940
30 10/21/05 5.50 75 3310 3310 5180 4970 5080 4750 210 496 3970
31 10/21/05 5.00 75 2990 2990 4410 4380 4400 4630 30 493 3990
32 10/21/05 5.50 76 2880 2880 4260 3960 4110 4530 300 486 3990
33 10/21/05 5.50 75 3210 3210 4060 4270 4170 4230 210 479 4000
34 10/21/05 5.00 73 2820 2820 4090 4150 4120 4130 60 472 4000
35 10/21/05 5.00 73 2930 2930 4100 3750 3930 4070 350 466 4000
36 10/21/05 5.00 73 3120 3120 4700 4620 4660 4240 80 472 4020
37 11/14/05 4.50 71 2820 2820 3740 3720 3730 4110 20 468 4010
38 11/16/05 5.50 60 2920 2920 3910 3620 3770 4050 290 463 4000
1216-Terry Middle School.xls 1
t' .IoIcim Material Certification Report
Material: Hydraulic Cement, Portland Cement Test Period: 01-Aug-2006
Type: 1,11 (ASTM C150) To: 31-Aug-2006
sS r's* k. 3 A�:5.."�1` a. • 4 a 'svo�". { t'. 4 . 1 , £'' . of `,a. ,% s
' 444 .tMs sxy w9(� �-{� ti . 4, 0 ,, M :4 x# k. . W -, x a
-. .:.rte �,.- ..,'t,. ak°, ., : r,,, ,,'7 9°a* ,,v In ,u�_s'V ,. . :...�s, ..', '.i.l� ',..g { "w„`er, ,?,4, u, �[� ,,}: , . .> � .
Holcim cement meets the specifications of ASTM C150 for Type I-II cement.
While permitted additions may result In differing compound calculations,the physical jp�roperties of the cement are virtually unchanged.
3�..k (. 3 .A' a t. L ,t M,h '.£ 21,," ` Ai \7f R I"` -" t'+3*y k. �,'y'H"b}. ,�
xl {* t,`,7';‘,':, f x'S §Y 4�'i' „�General,:Informatio ,�, 14 E ,,y ,:' ,
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.
t Tests Data on,�"ASTM# Standard o Requlrementsk ,w ,o ,.i' � : , ,.
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
Ca0 - 63.9 -45 pm(No.325)Sieve(%) - 92.2
MgO 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 Gilimore(Alternative) 600 max -
C3A 8 max 7 Mortar Bar Expansion(%) - -
C4AF - 10
f !q" .r^ l°a ,,,,,,ti,,,- a„ ,,,,,w,.,,,,„:,-..,S- L44,1 "31°€C.x ,,3' f ,,,,,,,,a- ”r t h i
,
h , '' a ,'Tests Data g on�ASTM Option al egU rerne s ' i �i 1.
•,
Chemical(C150) Physical Limit
Item I Limit(%) I Result(%) Item C1157 I C150 Result
Equivalent Alkalies(%) - 0.68 False Set(%) I 50 min I 80
19-
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 . f •5;%t\t BEN A.BITTNER
T 1 ' DAY OF i9¢awl %r i MY COMMISSION EXPIRES
Jr..' L -_ �';1A OCTOBER 13,2009
NRTARV PI IRI IC —
By I/ (Cron
Quality Control Manager
Jun 30 06 10: 16a p.2
•
•O■
U.
••
•
°'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 aQ 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 —w-
C-136 l-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-136 #8 Sieve 2 %Passing 0-5
C-I36 #16 Sieve I %Passing
C-1 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), 104.8 Lbs/Cu.Ft.
C-29 Unit Weight(Dry Loose), 94.9 Lbs!Cu.Ft.
C-29 Voids Content(Dry Rodded), 373 %
C-131 L.A.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-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 %
0 //
Varian Babakhanian,P.E.
Technical Services Lab Manager
1\4 C 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
ASTM C33#57
Sieve Size(in) Wt. Ret. %Ret. %Pass 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% —*--%Retained
50% f-%Passing -
40%
30%
20%
10%
0%
0.010 0.100 1.000 10.000
Sieve Size(in.)
Absorbtion: 1.08% +aa►t�
ASTM C117: 0.49%
401.1 edlir
Specific Gravity: 2.67
Dry Loose Unit Wt: 96.87 Ib/ft
AN— °ttr o � tit
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)
11)Y4'"r""M444MNTIVfirM, 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
."E. 'J- 7
Sand Eq.: 90.2 4 •'`4`
Specific Gravity: 2.64 dor, .
' `
3 jf Y N f s
,'
i 40 AI
i A,-Dry Loose Unit Wt: 100.90 lb/ft s-1,1 a+l
Dry Rodded Unit Wt: 116.14 lb/ft3 .
Absorbtion: 1.23%
11/99
QUALITY
9001 Sika® AEA-15
1SO 9002
-9 CyfEVEMe- Rd ® Air Entraining Admixture
DESCRIPTION
admixtures, care must be taken to is-
Sika AEA-15 admixture is a liquid solu- HOW TO USE pane each admixture separately into the
lion 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 entrainedintotheconcreteinclude,butare Sika AEA-15 should be stored at above
ASTM C-260 for air entraining admixtures notlimi tedto,cementcontentandtype,sand 35°F (2°C). If frozen, thaw and agitate
and AASHTO M1 54 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 mI/100 kg) of cement to entrain
ADVANTAGES between 4 and 6 percent air. Higher air Skin and eye irritant;avoid contact.The use
contents may be obtained by increasing
Air entrainment is recognized as the the dosage rate. of NIOSH/MSHA approved respirator,
most effective prevention against con- safety y goggles and rubber gloves is rec-
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 tend to increasetheamountofentrainedair Laminated clothing.
concrete durability. This is important in in the mix. Air contents should be checked
colder climates where frost and freeze- FIRST AID
with an air-meter after batching and dosage
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 equipment. Add Sika AEA-15 to mixing CLEAN UP
the concrete to expand when the concrete water or sand. Do not mix with dry ce- Contain and collect with absorbent ma-
freezes,thus preventing cracks caused by terial. Dispose of in accordance with
ment.When used in combination with other
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 SIKA 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/m1 1.02±0.02
less water is needed to obtain the desired
workability. pH >8
CHLORIDES% <0.1
QUALITY Piastocrete 1.6 11/99
9001
ISO 9002 ■
�cyIEVEtsAe* 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. •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 retum 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 mI/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.Measurerequired 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 yp
and allows the use of more economi-
cal mixes. COLOR Brown
•Improved paste quality makes con- SPECIFIC GRAVITY g/mI 1.17 ± 0.05
Crete easier to pump and finish.
pH >8
CHLORIDES % <0.1
1/97
QUALITY
9001 Fast' [
DSO 9002 filka HIEVEn/x. 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
Larding 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 T� 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 fI. 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
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