HomeMy WebLinkAboutTECHNICAL GUIDELINESCAL
ELI
NES
Pre*Ay the. International Concrete:Repair Institute December 2008
Guideline No. 310.1 R-2008 (formerly No. 03730)
Copyright.CO 2008 International Concrete Repair Institute
All rights reserved.
International Concrete Repair Institute
3166 S. River Road, Suite 132, Des Plaines, IL 60018
Phone:847-827-0830 Fax: 847-827-0832
Web site: v ..icri.org
E-mail: info@icri.org
/a
INTERNATIONAL
Il7IIl '�� CdNCRkTE REPAIR
- I N S T I T U T E
About ICRI Guid
I
the
repair technol
, forums 4CRl
address these
improving the
A principal ct
carefd yselea
subjects. reach
During the pa
reported in ti
methodsandm
and refined N
the
To that end, ICRl
to
iromotion of
aterials are
sdvances in
a variety of
portunity to
ontribute to
pair -
"is to make
infant repair
,on makers.
to
sanctioned task groups and approved by the JCRI
TechnicalACtivitiesCOmmittee. Each guideline is
designed to address a speck. area of practice
recognized as essential to the*-achiebement of
durable repairs. A111CRIguideline documents are
subject to continual review bythe membership and
may be revised as approved by the Technical
Activities Committee.
Technical Activities Committee
Kevin Michols, Chair
Jim McDonald, Secretary
Randy Beard :. .
Don Caple.
Bruce Collins
William `Bud" Earley'
Don Ford
Tim Gillespie
Peter Golter'
Peter Lipphardt.
David Rodler
Michael Tabassi.
David Whitmore
Pat Winkler
Producers of this Guideline
Surface Preparation Committee
Pat Winkler, Chair*
Dan'Anagnos
Randy Beard
Bruce Collins
William "Bud" Earley
Peter Emmons*
Andrew Fulkerson
Randy Glover
Fred Goodwin*
Kurt Gottinger
Tyson Herman
Dave Homerding
Bob Johnson
David Karins
Ken Lozen*
Jim McDonald
Beth Newbold
Jeffery Smith
Sandra Sprouts
Rick Taman
Patrick Watson
*Contributing editors
Synopsis
This guideline provides guidance on concrete
removal and surface preparation procedures for
the repair of deteriorated concrete caused by
reinforcing steel corrosion. Removal geometry,
configuration of the repair area, removal process,
edge preparation, reinforcement repair, surfaced preparation aninspection necessary for durable
repairs are discussed. Special considerations for
concrete removal associated with column repair
are included..
Keywords
anodic ring effect, bonding, bruising, corrosion,
delamination, deterioration, reinforcing steel,
structural repair, surface preparation.
This document is intendedas a voluntary guideline for the owner, design professional, and
concrete repair contractor. It is not intended to relieve the professional engineer or designer
of any responsibility for the specification of concrete repair methods, materials, or practices.
While we believe the information contained herein represents the proper means to achieve
quality results, the International. Concrete Repair Institute must disclaim any liability or
responsibility to those,who, may choose to rely on all or any part of this guideline.
310JR-2008 GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULIINGFROM REINFORCING STEEL CORROSION
o
�=
� , ,
` 7�
� /
`
!'
' Preparati
_~~.~............../4
`'
^ �0 � ��-
o ~~.�~—~.~.~~~......,........5
g� � '
' '~-^-~^.--`-.~"~^~~~~-^~~^~~~~-`.5
.` 1�D Qooc�| ' .??_-��`~.-^~--`-�~-~-~~~.,..~—~.~�/S
� iin n"mmo,n.'�'`�`.�'�'`�,'' ,
-
GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION 3101D-2008
110 Introduction
This guideline provides owners design profes-
sionals, contractors and other interested parties
with a'recommendedpracticeforthe:removal of
deteriorated concrete caused.liy the corrosion of
reinforcing steel, including the preparation ofthe
removal cavity to provide a'clean sound surface
to bond a repair matenal
This guideline outlines removal -geometry,
..
reinforcement repair, siirface prepamtion;'and
inspection prior to placing a.repairmaterial. An
engineer should evaluate the impact of concrete
removal on structural capacitg.prior to performing.
concrete removal and repair The repair methods.
involve saw cutting and concrete removal using
impacttools; hydm&molition;:andother.removal
techniques. Special cauiibn'should;:be taken to
LUeaie ana.avoie cuamg or damaging embeoded
reinforcing bars,; prestressing strands, post -
tensioning tendons, or electrical conduits. Cutting
into these; items can be life threatening and may
significantly affect structural integrity,
This guideline also contains a discussion of
concrete removal and preparation for the repair
of columns where the concrete is in compression.
Special consideration must be given to the repair
of concrete in compression as the load -carrying
capacity of the element may be permanently
compromised during the concrete removal and
preparation process.
While the procedures outlined herein have
been used to successfully remove concrete and.
prepare the removal cavity on many projects, the
requirements for each project will vary due to
many different factors. Each project should be
evaluated individually to ascertainthe applicability
of the procedures described herein. Refer to ACI
506R-05, "Guide to Shotcrete" forsurface prepar-
ation prior to shotcrete application...
2.0 Definitions
Anodic ring effect: Corosionprocess in which
the steel reinforcement in the concrete surrounding
a repaired area begins to corrode preferentially
to the steel reinforcement in the newly repaired
area (sometimes referred to as the halo effect).
Bruised surface (micro -fracturing): A surface
layer weakened by interconnected microcracks
in concrete substrates caused by the use of high -
impact, mechanicalmethods for concrete
removal, and surface preparation; fractured layer
INTERNATIONAL
@�rC6da CONCRETE REPAT E I N S T I T V T
typically extends to a.depth of 0.13 to 0.38 in.
(3 to .10 "mm)and, if not removed, frequently
results in lower bond strengths as compared with
surfaces prepared with nonimpact methods.
Carbonation: The conversion of calcium ions
in hardened cementitious materials to calcium
carbonate by reaction with atmospheric carbon
dioxide. Carbonation reduces the pH of the
concrete and its ability to protect reinforcing steel
and embedded metal items from corrosion.
Chloride contamination: Contamination of
concrete with chloride ions commonly used in
deicing salts and accelerating admixtures such as
calcium chloride and sodium chloride. Chloride
contamination above the threshold for corrosion
can resulf.in corrosion of the reinforcing steel.
Chloride threshold: The amount of chloride
required to initiate steel corrosion in reinforced
concrete under a given set of exposure conditions;
commonly expressed in percent of chloride ion
by mass of cement.
Corrosion: Degradation of concrete or steel
reinforcement caused by electrochemical or
chemical attack.
Microcrack: A crack too small to be seen with
the unaided eye.
Tensile pulloff test: A test to determine the
unit stress, applied in direct tension, required to
separate a hardened repair material from the
existing concrete substrate. The test may also be
used to determine the maximum unit stress that
the existing concrete substrate is capable of
resisting under axial tensile loading and the near -
surface tensile. strength of a prepared surface
(refer to ICRI Technical Guideline No. 210.3-
2004 [formerly No. 037391 and ASTM C1583).
Substrate: The layer immediately under a
layer of different material to which it is typically
bonded; an existing concrete surface that receives
an overlay, partial -depth repair, protective coating,
or some other maintenance or repair procedure.
3.0 Exposure of
Reinforcing Steel
The practice ofcompletely removing the concrete
(undercutting) from around the corroded
reinforcement, no matter what degree of corrosion
is found, is key to achieving long-term performance
of surface repairs. In most cases, complete
removal of the concrete from around the
reinforcing steel is the best practice, where
protection of the reinforcing steel within the
GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION 310.111-2008-1
INTERNATIONAL
,IICBJI CONCRETE REPAIR
I N S T I T U T E
repair.. cavity is act
chemical environ
steelAfnoncorrodl
and the -concrete
removal of the. col
'should occur or otl
should be consider
embedded in chloi
susceptible to firm
i0or structural
be completelymnic
reinforcing steel
'system is. notused,'t
due to continued cc
trade. -off: between
partially
nciete is
not; fully
Iting systems, should he considered. These
systems may include use of corrosion inhibitors;
sacrificial anodes,, or cathodic protection.
4.0 Anodic Ring
(Halo) Effect
The existing concrete surrounding a repair area
in chloride -contaminated or low pH reinforced
concrete is susceptible to accelerated corrosion.
This isdue to the electrical potential, differential
between"the chloride contaminated or low pH
existing concrete and the chloride -free or
high pH repair material. This anodic ring effect
can result in accelerated corrosion of the
surrounding reinforcing steel leading to future
concrete deterioration: To assess existing concrete
conditions beyond the: repair area, chloride
content and pH of the concrete at the level of the
reinforcing steel should be determined. Where
the chloride content exceeds the threshold level
for theinitiation of corrosion or where the
reinforcing steel is susceptible to corrosion as a
result of carbonation, a corrosion inhibiting
system should be considered to minimize future
corrosion. Other measures may also be considered,
such as the application of sealers and coatings, to
slow the corrosion process. In severely chloride -
contaminated or carbonated concrete, the
complete removal and replacement of the
contaminated concrete at and beyond the repair
area may be necessary toprovidea successful
long-term repair.
5.0 Removal
Geometry
Examples of the removal geometry for several
different types of reinforced concrete elements
are shown in Fig. 5.1 through 5.6. Repairs may
be located on horizontal, vertical, and/or overhead
surfaces. The removal in Fig. 5.5 and 5.6 is for
columns where the removal will not affect the
structural capacity of the column. Removal of
concrete within the reinforcing or to expose the
reinforcing (concrete in compression) is a special
condition and is discussed in Section 10.
Fig. 5.1: -Partial depth repair, slab or wall, section
Fig. 5.2: Full depth repair, slab or wall, section'
2 - 310.1 R-2008 GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION
0
INTERNATIONAL
KIC61p CONCRETE REPAIR
S�)J I N S T I T U T E
v
°§ o 6,-0 Configuration
,�. 'of Repair Area
Deteriorated and delaminated concrete should be
located and marked prior to starting the removal
process. Delaminated concrete can be located using
sounding or other suitable techniques. The repair
area should extend a minimum of 6 in. (152 mm)
beyond the actual delaminated concrete. Note that
during concrete removal, repair areas can grow
z�relevation in size beyond the areas identified due to incipient
delaminations.that are not readily identifiable
by, so Repair configurations should be
kept as simpleas possible, preferably square or
rectangularwitbsquare comers (Fig.6.1).Thismay
result in the removal ofsoundconcrete. Reentrant
comers should be minimized or avoided, as they
are. susceptible to cracking.
Fig. 5.4: Beam or rib repair, section j"ULl "A
0
Fig. S.S: Column repair, elevation
Fig. 5.6: Column repair, section
� S _
Fig. 6.1: Areas of deterioration and
recommended removal configurations
7.0 Concrete
Removal/Surface
Preparation
7.1 Exposing and
Undercutting of
Reinforcing Steel
Remove concrete from the marked areas and
undercut exposed reinforcing steel (Fig. 7.1) using
impact breakers, hydrodemolition, or another
suitable method. Undercutting will provide
clearance under the reinforcing steel for cleaning
and full bar circumference bonding to the repair
material and the surrounding concrete. Bonding
GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DEfEHIOflATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION 310.1 R-2008-3
G�� INTERNATIONAL.
fC•�IC$7� CONCRETE REPAIR
:Wwo I N 3 T 1 T U T E
;the repair material
reinforcing steelw
aggregate in the
greater. Sound cp
to provide proper.
steel. If impact fir
30 lb
(12 kg). A l
ka
"w
hichever is
be removed
is preferred
�1
Fig. 7.1: Remove concreteto undercut
and expose reinforcing steel and
provide uniform repair depth
Fig. 7.2: Saw cut perimeter
to provide vertical edge
Fig. 7.3: Abrasive blasting to clean
substrate and reinforcing
to minimize damage to the substrate, reinforcing
steel,'and surrounding concrete.
Concrete removal should extend along the
reinforcing:steel until'there is no further delam-
inaiion, cracking, or significant corrosion and the
reinforcing steel is well bonded to the surrounding
concrete. Care should be taken to avoid significant
and sudden changes in the depth of concrete
removal; as the repair material is more susceptible
to cracking at these locations.
'If noncorroded reinforcing steel is exposed
during the removal process, care should be taken
to -not damage the bond to the surrounding
concrete. -If the bond between the reinforcing
steel and concrete is broken, undercutting of
the reinforcing steel is required..
Remove all deteriorated concrete and additional
concrete as required to provide the proper
configuration and/or the minimum required
thickness of repair material as required by the
manufacturer of the repair material and/or the
project specifications.
7.2 Preparation of the
Repair Perimeter
The perimeter of the repair area should be saw
cut 0.75 in. (19 mm) deep to provide a vertical
edge (Fig. 7.2) for the repair material. This will
avoid featheredging of the repair material.
Depending on the repair material selected, the
depth of the existing reinforcing and the
manufacturer's recommendations, a saw cut depth
less than 0.75 in. (19 mm) deep may be sufficient.
Care should be taken to avoid cutting the existing
reinforcing steel.
7.3 Cleaning of the
Concrete Surface and
Reinforcing Steel
The use of high -impact, mechanical methods to
remove deteriorated concrete will result in a
surface layerweakened by interconnected micro -
cracks in the concrete substrate.. The fractured
(bruised) layer can extend to a depth of 0.125 to
0.375 in. (3 to 10 mm) into the resultant concrete
substrate and may result in reduced bond strength.
Remove the bruised layer and bond -inhibiting
materials such as dirt, concrete slurry, and loosely
bonded concrete by oil -free abrasive blasting
(Fig. 7.3) or high-pressure water blasting. The
4 -31 OA R-2008 GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION
saw -cut- edge of -the rl
blasted, to roughen the
be
wld also be
Seal. surface
s, and -scale
mg steel by
assure water
g *steeland
oil, cement
ines.(ijimy), or,any materialY iatrnay.interfere
with the bond othhe repair inatenal. Inspect the
repair cavity to Verify that aWdelaminations and
deterioration have been re6veK if hydro -
demolition is used, cement Sees (slurry) must be
.completely removed from the repau,surface. A
tightly -bonded lightrustbudd uponhereinforcing
'surface is' usually, not 'detrimental.ao:bond. If a
protective coating is applied to the -reinforcing
steel, follow the. doating manufacturer's recom-
mendations for steel: urface,preparation.
8.0 Inspection_
and Repair of
Reinforcing Steel
Loose reinforcement should be secured in its.
original position by tying to.secure bars or by
other appropriate methods to prevent movement
during placement of repair material:`
If reinforcing steel has lost.cross-sectional
area, a structural engineer should be consulted.
Repair reinforcing steel by either replacing the
INTERNATIONAL
j�'9➢C➢t]'j� CONCRETE REPAIR
Wl3 I N S T I T U T E
damaged/deteriorated steel or placing supple-
mental reinforcing steel in the affected section
(Fig. 8.1). Supplemental reinforcing steel maybe
lap-spliced.or: mechanically spliced to existing
reinforcing steel. The supplemental reinforcing
steel should extend (lap length) beyond the
damaged/deteriorated area in accordance with
ACI 318, "Building Code Requirements for
Structural: Concrete."
9:.0 Final Surface
Inspection
Immediately prior to placing the repair material,
inspect the repair cavity to verify that all bond -
inhibiting materials (dirt, concrete slurry, loosely
bonded aggregates, or any material that may
interfere with the bond of repair material to the
existing concrete) have been removed. If bond -
inhibiting materials are present, the repair cavity
should be recleaned as previously described.
To verify the adequacy of the prepared
concrete surface and completeness of bond -
inhibiting material removal, a tensile pulloff test
(ICRI Technical Guideline No. 210.3 2004 or
ASTM C1583) should be considered to evaluate
the bond strength capacity and tensile strength of
the existing concrete substrate. This test may also
be performed after the repair is complete. The
pulloff strength requirement should be established
by the engineer and included as a performance
specification for the repair.
Affected Length
Loss of Cross Section
Required Lap Required Lap
Supplemental Bar
Fig. 8.1: Repair of damagedldeteriorated reinforcing
GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION 310.1R-2008-5
Fig. 10.1: Column load path
Fig.:10.2a: Column repair
Fig.`.10.2b: ,Column section
Fig. 10.3: Column load
path follawing repair
6-310.1R-2008 GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION
UndereuttI g of reinforcement
'in tensile, zones`. of concrete"
a
can
I` S INTERNATIONAL
$`ICIII CONCRETE REPAIR
I N S T I T U T E
A best practice `\ cocolumns, the
psion. From
Crete section
e:is considered
'_igr 10.1) The
iris considered
i and
corrosion
Removing the
iforcing..steel
e compressive
the.`remaming
,:compressive
:.4 the -repair
i .ipuepenamgon
the size of the concrete removal area behind the
column steel, buckling:of tfie column vertical
reinforcing bars can occur. In the majority of
cases, shoring systems will:not unload the
compressive stress in the. column section.
Whennewrepair iaterial-is placed in the
prepared area, they new material cures and most
materials undergo drying shrinkage, which results
in the new material being put into a tensile stress
state. The new material will not carry compressive
loads until the original concrete compresses further,
forcing the repair material into compression. If
further compression is beyond the capacity of the
existing concrete, failure of, the column may.
occur. This key concept affects the. concrete
preparation process. ;In normal.,corcrete repair
(other than columns), remogal,of the concrete
surrounding the corroding reinforcement (also
known as undercutting) is anormal and necessary
process to provide for a long-term durable repair.
To remove concrete around vertical reinforcing
steel in a column (removing concrete inside the
reinforcing bar cage) can cause the remaining
concrete and/or reinforcement in the column to
become overstressed. From a structural point of
view, this condition may not be desirable. If
concrete is to be removed inside thereinforcement
cage, a.qualified structural engineer should
determine the impact of the repair on potential
reinforcement buckling and.ovemll structural
capacity of the column. Note that the discussion
in -this section is also applicable in concept to
compression zone portions of other structural
members such as beams, slabs, and walls (with
or without compression reinforcement) where
on -going compressive stress exists and where
adequate shoring cannot be installed prior to
repairs to prevent displacements and corresponding
stress redistributions during repairs.
110 Summary
The repair of deteriorated concrete resulting from
reinforcing steel corrosion is necessary to extend
the service life of the structure. Performing
concrete repairs using industry -best practices will
ensure:.the success and longevity of the repair.
Understanding the existing conditions and cause
of corrosion will assist the engineer in specifying
the -type and extent of the repair required, and the
type of corrosion mitigation systems and/or
preventative measures that should be considered
to protect the structure from future deterioration.
12.0 References
12.1 Referenced
Standards and Reports
The following standards and reports were the
latest editions at the time this document was
prepared. Because these documents are revised
frequently, the reader is advised to contact the
proper sponsoring group if it is desired to refer
to the latest version.
American Concrete Institute (ACI)
ACI 506R, "Guide to Shotcrete"
ACI E706 (RAP 8), "Installation of Embedded
Galvanic Anodes"
American Society for Testing and
Materials (ASTM International)
ASTM C1583, "Standard Test Method for Tensile
Strength of Concrete Surfaces and the Bond
Strength or Tensile Strength of Concrete Repair
and Overlay Materials by Direct Tension (Pull -
off Method)"
International Concrete Repair
Institute (ICRI)
ICRI Concrete Repair Terminology
ICRI Technical Guideline No. 130.1R-2008
(formerly No. 03735), "Guide for Methods of
Measurement and Contract Types for Concrete
Repair Work"
ICRI Technical Guideline No. 210.3-2004
(formerly No. 03739), "Guide for Using In -Situ
Tensile Pull -Off Tests to Evaluate Bond of
Concrete.Surface Materials"
GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED CONCRETE RESULTING FROM REINFORCING STEEL CORROSION 310.1R-2008-7
�p�
Ur.
% INTERNATIONAL
�ICSIpCONCRETE REPAIR
I N S T I T U T E
ICRI Technical.'Guideline No 31b.3=2004
(fmmerlyNo:03737) GdideforthePreparation
OEConcrete;Suxfaces for Itepaq ITsing;Hydro-
demolitionMetfiods
ICRI Technicali Gpldelme;No 320,21ZQOO8
(formerly No: 03733) Guide for Selecting and
Specifying Matenals for Repair' of -Concrete
Surfaces'
;These ObliCatlops maybe
;obtained fromlhese organiptions:
American Concrete Institute'
38800'Country Club Drive
Farmington Hills, Mf 49331.
www;concrete.org ::...
ASTMInternational.'r'..'
100 Barr Harbor Drive
West Conshohocken, PA.19428
www.astm.org .
International Concrete Repair Institute
3166 S. River Road, Suite 132
Des Plaines, IL 60018
www.icri.org
8 - 310.1 R-2008 GUIDE FOR SURFACE PREPARATION FOR THE REPAIR OF DETERIORATED
FROM REINFORCING STEEL CORROSION
pum
ntitious,
concrete mix
Description "Slkacrete!211 Is a 1-component;.portland-cement concrete containing factory blended
:.,-,coarse aggregate. "
Where to. Use' -■'Full depth: repairs. - -
■�dn grade,above, and below grade on concrete.
■ .On horizontal, vertical and overhead surfaces.
astrictural-repair material for parking facilities, industrial plants, walkways, bridges,
tunnels, dams and balconies.
_■:.F.illerforyoids.and cavities.
Advantages rP,re-packagedcoarse aggregate: Eliminates need to extend material in the field; Elimi-
i:natesahE6: risk, of reactive aggregate. .
■-High, bond`strength.
■. Compatible with Coefficient of thermal expansion of concrete.
■>Increased'resistance to deicing salts..
le -to -use labor-savingsystem.
'•..Easily:mized. - -
r:Good;freeiekhaw resistance.
..•.Easily,applied to clean, sound substrate.
■.'Not a vapor barrier.
�N& flammable
Coverage. Approximately 0.65 ft.3/und
Packaging 80.Ib. multi -wall bag.
65°-
11
RICH TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST ALWAYS READ AID FOLLOW THE WARN[NO-M
VSTRUCTIONS ON THE PRODUCTS MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DAT
'SHEET WHICH ARE AVAILABLE ONLINE AT HTTP:/IUSA.SIKA.COMf OR BY CALLING SIKA'S TECHNICAL SERVICE DE
ARTMENTAT 800.933.7452 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATIOI
O READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUP
',ENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE.
A130
4T # How to Use
Substrate Concrete, mortar, and mason ry products.
Surface Preparation Concrete Remove all deteriorated concrete, dirt, oil, grease, and all bond -inhibiting materials
*u r f from surface. Be sure repair area is not less than 1 in. in depth. Preparation work should be
done by high pressure water .blast, scabbler, or other appropriate mechanical means to obtain
an exposed aggregate surface with a minimum surface profile of t1/8 in. (CSP-7). Saturate
f sur[ace with clean water. Substrate should be saturated surface dry (SSD) with no standing
C wafer dunnd; application.
�f Reinforcing Steel: Steel reinforcement should be thoroughly prepared by mechanical cleaning
to remove all traces of rust Me re. corrosion has occurred due to the presence of chlorides, the
ste6f should be high-pressure washed with clean water after mechanical cleaning. Forprimingof
reinforcing steel use SikaOArmate& 110.EpoCem.(consult Technical Data Sheet).
I * Priming Focpriming of reinforcing steefuse Sika®ArmatL& 110 EpoCem (consult Technical Data Sheet).
.Mixing . P.lace 4/5 ofi gallon water.in mixing container. Add Sikacrete® 211 while continuing to mix.
Atld addi4onafwater up to 1 gallon total. Mix to a uniform consistency, maximum 3 minutes.
Mechanicallymixwithalow-speed drill (400-600rpm) and paddle orinappropriatesizemortar
mixer or concrete mixer.
Application Form and pour or pump applications: Pre -wet surface to SSD. Ensure good intimate con-
=-.,�+- + taotwith.the substrate is achieved. To accomplish this, material should be scrubbed into the
substrate or other suitable means should`be employed such as vibration of the material or
"� >s pumpmg'unliet.pressure. Vibrate form while pouring or pumping. Pump with a variable pres-
,�° i` �",' • sure pump. Continue pumping until a 3 to 5 psi increase in normal line pressure is evident
then: STOP pumping. Form should not deflect. Vent to be capped when steady flow is evident,
"- and forms stripped when appropriate.
Tooling & finishing AS par Abl recommendations for portland cement concrete, curing is required. Moist cure
with wet burlap and polyethylene, a fine mist of water or a water based' compatible curing
compound -Curing compounds adversely affect the adhesion of following layers of mortar,
leveling mortar or protective coatings. Moist curing should commence immediately after fin-
' ishing. Protect newly applied material from direct sunfight, wind, rain and frost.
ar:-t
"'Pretesting or curing compound is recommended.
Limitations is Application thickness: Minimum 1 in. (25 mm); Maximum 8 in. (200 mm)
t� k at Minimum ambient and surface temperatures 457 (7°C) and rising at time of application.
N Using SikaLatex®, SikaLatex® R or similar products will result in loss of slump and slump
- retention. Field tests for suitability are strongly recommended.
eKIUK TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST ALWAYS READ A
INSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA
SHEET WHICH ARE AVAILABLE ONLINE AT HTTP:11USA.SIKA.COM1 OR BY CALLING SIKA'S TECHNICAL SERVICE DE
PARTMENTAT800.933.7452 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION
TO READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR-
RENT PRODUCT DATA SHEET,PRODUCT LABELAND SAFETY DATA SHEET PRIOR TO PRODUCT USE.
KEEP CONUM1811OMLYCLOSED. KEEPOMOF REACH OF CHILDREN. NOT FORIMERNALCONSUMFDOK FOR INUUSTRIALUSE ONLY. FOR PROFESSIONALUSEONLY.
For further Information and advice regarding transportation, handling, storage and disposal of chemical products, users Should refer to the
actual Safety Data Sheets containing physical, ecological, toxicological and other safety related data. Read the current actual Safety Data Sheet
before using Me product In case of emergency, call CHEMTREC at 1600.4249300, International 703S27a887.
PrIortoeach
and
productuse. ..
SIKA warrants this
currentProduct
the technical properties on
SALE OF SIKA PRODUCTS ARE SUBJECT SIKA'S TERMS AND CONDITIONS OF SALE AVAILABLE AT HTTP;11USA.SIKA.COW OR BY
CALLING 201-933-83DO.
Visit our websile et.sa.slIa.com
-
1-800-933SIKA NATIONWIDE
Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center.
Sika Corporation
Sika Canada Inc.
sike Maxicare SA. de C.V.
201 PoritoAvenue
Lyndhumt, NJ 07071
601 Delmar Avenue
Pointe Claire
Gametes Libre Celaya Km. 8.5
Fracc. Industrial Balvanera
!fa e
irr
Phone: OM933-7452
Quebec HeR4A9
Conegidora, Queretaro
"
Fax.. 201-9336225
Phone: 514697-2610
C.P. 76920
usrovs� Fera.F
Fax: 514-694-2792
Phone: 524422385800
_—
Sika and Sikacrete are registeredFax:
52 442 2250537
tmEemaAs. Printed in Canada.
Product Data Sheet
Edition 2.18.2015
SikaQuicke 1000
SikaQuicl
Rapid hardeni
Ivamage
10 is a 1-component,-rapid hardening, early strength gaining, cementBious, patching material
nowgraoe on concrete.
concrete roadways, parking structures, bridges, dams and ramps
it for horizontal repairs of concrete and mortar.
i °111Z•Speci4 suited for hot weather applicationswhen extended worldng time isrequired.
'Rapd hardening as defined by ASTM G928..
Epoxy : oatings.can be applied as early as 6 hm On site testing is recommended for verification. Please
..consult ioabings maqufadurer for recommendations.
■:'-Freez aw resistant
'a Easy to use. labor-saving matedaL -
'.N..Not gypsumbased.. .
ix'; -High early strepgth._
':.. `Open.to foot traffic in 4 hours; to vehicle traffic in 6 hours (at 73-F).
'W .Easily applied to dean, sound substrate.
v.. Not a vapor barrier
Ty
R[cal Data matedafand
�RESULTS MAY 06FFR 13ASM UPC]
TE.l.PEMTURE, APPDGMON META
Shelfl.6f,e 1 yea
Storage Conditfons 'Store
65e-7
Co1ot ' e Cona
Mixing Ratio Appic
,'Application'Lite ` ApDrc
STATIsTIGL MI UAONS DEPENDING UPON WORD MEMODS AND EDIAPIENT,
DOS, TEST METHODS, ACYUAL'SIfE aON0mONSANO CURING CONDITIONS.
t'
in:ongmal unopened bag. .'• �• ,:,ri' :. .`:
fry ,at40=95'F(4*�5*C).For,bestresufts;::conddion rnatenailo '
*F before usiog -
'Te gray,
nmately 4 5 5.,grlts of liquid, per 501b. bag i
dmately 30 minutes aftei,adding •powdertoahey a cr
Mortar -ASTM G109"'; .
- klexural slrengm,•psl (AsrnrC-7e) --';:- ,.,,•-
• ..'
-",day -
700 psi (A.8 MPa)...
' , - 7 days
9D0 psi (6.2 MPG)
, 28 days
1 000 psi:(6.9 MPa)
, ,y
Splildng Tensile Strength psl(ASTM C�96)
1 day -„
' 306 psi (20 MPG)
, r`
_ , -"'. ,7 days-'
400 psi;(17 MPa);:'t
•' - ,
" - :28 days
, 500 psi (3.4 MPa)
' -
1....
Bond'Strengfh psf,(ASTM C882) modNfied-`�. `
�f
1day
1750psi(12,0MPa)
?`
7 days
2060 psi. (13 6 MPa)
s
•`•28 days.':
2500 psi 1]72 MP a)
Direct Tenslle73ond, psi (AC1503) , .28 days, 300,ps
Drying;; ronkage,_% (ASTM CS96)' 28 days 0.061
"Modulus of Elasticity, ips6(ASTM C469) t• 28 days: 4.E
Chlorlde Permeability, Coulombs (ASTM C-1202) 28
-FreezefMaw Resistance, % (ASTM C.666) 28 days .'
Scaling Resistance; IbBt',(ASTM C.672) r 5O cycles
Initial Set, Minutes (ASTM C-266) t 4050
. Flnal'SeC Minutes (ASTM C'-266) 60.120
—' Abrasion Resistance, Inches of Wear at I hr..(ASTM G
, jndepended mb6mtes we6aWa uponrequa ,.: .
,.
er
3
c .
v � t
:7
trate'faifure)
4
-
:�`, c100o
0 Deo,
77g) -> 28 days ,i 0.026 -
48TRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DAY
HEEr WHICH ARE AVAILABLE ONLINE AT HTTP:f USA.SIKA.COMf OR BY CARING SIKA'S TECHNICAL SERVICE DE
ARTMENTAT 500.11M.7452 NOTHING CONTAINED IN ANYSIKA MATERIALS RELIEVES THE USER OFTHE OBUGATIO.
O READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SEr FORTH IN THE CUF
ENT PRODUCT DATA SHEET, PRODUCT LABELAND SAFETY DATA SHEET PRIORTO PRODUCT USE A-121
Coverage Approximately 0.42 cu. ft When extended with 251bs. of 318 in. gravel yield is approximately 0.56 ca iL
Packaging 50 Ib. mutlrwall bag,
Howto Use
surface Preparation Surface must be dean and Sound. Remove all deteriorated commete,dirt. oq grease, and other bondinhibNng materials from
the area to be repaired. Be sure repair area is not less than 114 in deep. Preparation work should be done by appropriate
from Obtain an exposed aggregate surfam,wNr a minknum surface profie of d:1la in, (CSP-6) on dean, Sound co Aerate.
To enswp.apbmummpw,res"Irstbeeffectivenessofdecontamimtionandpreparafionshouldbeassessedbyaptd• fftesL
Sawpulthg of edges is preferred and a dovetail is recommended. Saturate surfaceto be repaired with deanwater.. Substrate
should tie SaaaatadSurface dry (SSDf pdor to applicirtion.
Priming.Forpnqung of femforcing:steel use S11wmArmatec 110 EpoCem (consdtTeciamml Data Sheet). Concrete Substrate; Prime
the prepared subsbate with a scrub coat uf.BikaQuice 1000 prior to placement of the mortar. The repair mortar has to be
applied into the wet Scrub mat before it dries.,
Mbdng ;',Mechanic mace an appropriately sized mortar mixer. War down all tools and mbxertu be used
With i Water Start with 4.5 pints of water added to rite mbdng vessel, Add 1 bag of Sdagriwke 1 wlula mminuing to m&.
I.Add upto anther-1 2 Plitt ofwaterto achieve desired consistency. Do not over. water.
Nth Later[ It:Four 4S pinta of SikaLatexa R Into the miring oantainer. Slowly add powder, mix and adjust as above.
Vlftth dgirled Latex R:. Slicalatexe R may be diluted up to 5.1 (water. SgmLatexe R) for projects requiring minimal polymer
modification. Pour 4.5 pints oftha manure into the m6drhg container. Siowlyadd powder, mix and adjust as shove: Far applice-
, bens greakrtpan�ldn. in depth, add 3lSln. coarse aggregate.Tbe aggregate mustbe non -reactive (mteronceASTM O1260,
C 727,and GZSg);r7ean; well graded, setum[ed stuface dry, have bw absorption and high density, and comply with ASTM
. - � •G33 size nuntier6penTshle2 -
-�;.'NofsVariarhxairh�aggregatamayrewtindMeromstrmgtic.Theaddmanrateis256s ofaggregateperhag olSdaDtirko100u.
. : , (?S,gsioi 310 in:aggregate ls approximsely 20 gagers by laosevdune of aggregate)_ Do rot exceed a sump oil is Thlsmay
` reuse exrnasiw hieedmg and retedetiaa and vA➢ reduce the crergih and perramarhce offibe mateliaL
Appheatipn -: The prepared mortarmust be scabbed into substrate. Be sure to Blall poresand voids. Force material against edge ofrepair,
Woddng toward center. After filling repair, screed off excess. Allow concrete to Seib desired stiffness, then finish Ha Smoother
finis h is desired; a magnesium float should be used. Mixing, placing, and finishing Should not exceed 30 minutes maximum.
To control setting timers, cold water should be used in hot weather and hot water used in cold weather.
TOeling & Finishing';, As perAG recommendations for Portland cement concrete, curing is required. Moist cure with wet burlap and polyethylene,a
.. .:, fine mist of water a a curing compourd meeting ASTM C309. Moist cure should commence immediately alter frshing. K
_ .necessary, protect newly applied material from ran. To prevent from freezing, cover with insulating material.
Limitations - ■' .Minimum ambient and surface temperatures 45'F and rising.
■ Minimum application thicmess 114 in, as a mortar and 1 In. extended with aggregate.
■ Maximum application thicmess 1 irr as a mortar and 6 in. extended with aggregate.
■ Do nafeatheredge.
■ Do not exceed 7 is dump when extended.
■ Use only potable water.
■ Variations in aggregates may produce difti ences in strengths from the typical values stated in SOWS Technical Data
■ Aswihallcemerdbased materials, avoid contacwithaluminum topreventadversechemical reaction and possible
product:1olure. Insulate potential areas of contact by mating aluminum bars, rails, posts etc. with an appropriate epoxy
such as Sikadure HFMod 32
■ Do not use SgnaeArmatece 110 EpoCem as a banding agent with SikaOudP 100D.
J�C" UUF OF ANY SIKA PRODUCT, THE UbhK MlJ51 ALWAYS READ ANIJ 1`01-LOW THE L
NSTRUCTIONS ON THE PRODUCTS MOST CURRENT PRODUCT DATA -SHEET, PRODUCT LABEL AND SAFETY DATI
HEET WHICH ARE AVAILABLE ONLINE AT HTTP:INSA.SIKA.COMI OR BY CALLING SUCKS TECHNICAL SERVICE OE
PARTMENTAT E00.933.7452 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATIOh
TO READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR
RENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIORTO PRODUCT USE.
NEBCOUPOE TIaNRYCLe5FD,�OffW0.FlCHOFa=U3LNOTFORMiE MMNSUA�MFORNUUSraµLUSEC=MPROFFSUORkuSEONLV,
For Water ImOmiaden aad adwce regarding tre-POrWan, hzndiing, storage and Map— a chemical produces, uxae s(aud we, to the
actual Safety Data Shoals containing physical, ecological, toxicological and othersafety teJAW data Read The current actual saety Data Sheet
before using the Median In case of emagen cy, cat CHEMFRECa 1a "Z4e30%fntm national 70a•6Z7 Wly.
use
SIKA•S TEAMS AND
ionat Information and Sales
Centers, Forthe loi4don ofyota
nearest Sika sales office, contact your regional center.
Corporation
Sls Canada Inc.
Metirana SA de C.V
2111 Pao Avenue
LyndhurstNI
501 iel arAvenee
Points Clafts
.
ConcreteLibre CehyaKr8.5
From but ialBalvancra
r}
P0p&33-7452
HSR4A9
Cormtridora QueretaroF=2014 xrr_
I
Phom:14- p
mac
90 •-
F=.514-694-2792
Phone:52 2] Q �WkL
Fax: 52442 4122Z50537A53T p,i„ryh �reob
Product Data Sheet
Edition 1.26.2017
Sika®Armatec®110 EpoCem
Sika® Armatec° 110 E oCem
Bonding Agent.4 d :Reinforcement Protection
Description Slka®Armate& 110 EpoCem Is a 3-component, solvent -free, moisture -tolerant, epoxy -modified, cementitious
product; specifically formulated as a bonding agent and anti -corrosion coating.
-Where to Use E As an anfi-corrosion. coating for reinforcing steel in concrete restoration.
''cgs added protection to reinforcing steel in areas ofthin concrete cover.
a As'a'bondingiagent for repairs to concrete and steel ,
a� As a' bonding agent for placing -fresh, plastic concrete to existing hardened concrete.
Advantages Excellenfadhesion to concrete and steel..
n� Acfeas eu'effective border against penetration of water and chlorides:
.: Lon'g'open time:- up. to 16 hours.
' E Not a'vapor ,tiamer.. - ..
Can be used exterior on -grade.
.:0. containsCorrosioninhibitors. -
m. Excellent bonding bridge for cement or epoxy based repair mortars.
i. High strength. unaffected by moisture when cured.
-0' Spray,:bmsh or roller application.
._: Nan -flammable, solvent free.
Coverage. Bonding agent: minimum (theoretical) on smooth, even substrate 80 R.2/gal. (=20 mils thickness). Coverage
will vary depending on substrate profile and porosity.
Reinforcement Protection: 40 R2/gal. (=20 mils thickness) (2 coat application).
Packaging 3:5 gal. unit. (47.6-f1. oz. Comp. A+ 122.1 fl. oz. Comp. B +46.82 lb. Comp. C) Comp. A+ B in carton,
Comp. C.inmulti-wall bag.
1.65 gal. unit. (22.7 fl. oz. A+ 57.6 fi. oz. B +.4 bags @ 5.5 lb.) Factory -proportioned units in a pail.
0
V
IRIOR TO EACH USE OF ANY SIKA PRODUCT, THE USER MUST ALWAYS READ AND FOLLOW THE WARNINGI;7w
vSTRUCTIONS ON THE PRODUCT'S MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DAT
MEET WHICH ARE AVAILABLE ONLINE AT HTTP:HUSA.SIKA.COW OR BY CALLING SIKA'S TECHNICAL SERVICE DE
'ARTMENTAT 800.933.7452 NOTHING CONTAINED IN ANYSIKA MATERIALS RELIEVES THE USER OF THE OBLIGATIOI
'O READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR
:ENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE.
Viz.f50(1 ps1q.:(�3'S, MPa)1
_sEpc)`rysGoate'�r
`PIali)Retnfo'rcemep q-L � sty' 395,MPa �..r:3
p* �
fbfu
"t„?r o✓,J"�I' �df y r1
How to Use -
SurfacePreparation
Cementitloussubstrates: Should becleaned and preparedto achieve alaitanceand contaminant-freesurface
-
prepared in accordance vvith the requirements specified by the overlay or repair material by blast cleaning or
;eg0ivalent mechanical means. Substrate must be saturated surface dry (SSD) with no standing water.
Steel:`Should be'fullyezposed and have allCorrosion removed by blast cleaning or other means of mechanical
'
abrasion '
Mixing
Shake�contents -of .both Component:A`and Component'B'. Empty entire contents of both Component'A' and
'
.'Component'B';into a clean, dry mixing pail. Mix thoroughly for 30 seconds with a Sika paddle on a low speed
,(400-600 rpm) drilLSlowly add the entire contents of Component'C'while continuing to mix for 3 minutes until
-b(end.is,unifonmand.free of lumps. Mix only that quantity that can be applied within its pot life,
Application
Asa bonding agent -Apply by stiff -bristle brush or broom. Spray apply with GoldblattPattern Pistol or equal
..
.; -equipment. For best results, work the bonding slurry well into the substrate to ensure complete coverage of all
:surface. irregularities, Apply the freshly mixed patching mortar or concrete wet on wet, or up to the maximum
'recommenced open time, onto the banding slurry.
Maximum recommended open time between application of Armatec®110 and patching mortar or concrete:
'.
80°-95T,(26°-35°C) 6 hours
"65°-79"F:(18°26°(C) 12 hours
50°-64"F:(10"-17'C) 16 hours
40`49"1':(4"-g`C) wet -on -wet
:i
For corrosion protection only -Apply by stiff-0bristle brush or spray at 80 ft?/gal. (20 mils). Take special care
Ito; properly coat the underside of the totally exposed steel. Allow coating to dry 2-3 hours at 73°F, then apply
a second coat: at the same coverage. Allow to dry again before the repair mortar or concrete is applied. Pour
or place repair within 7 days.
Substrate and ambient temperature: Minimum 40°F (5°C).
in Maximum 95"F (35"C).
• Minimum thickness: As a bonding agent 20 mils.
■ For reinforcement protection 40 mils.
as (2 coats, 20 mils each).
■ Not recommended for use with expansive grouts.
• Use of semi -dry mortars onto Sika®Amlatee 110 EpcCem must be applied "wet on wet".
ni' When used in overhead applications with hand placed patching mortars, use "Wet on wet" for maximum
mortar built thickness.
■ Substrate profile as specified by the overlay or repair material is still required.
Ni Aswith all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and
possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with
an appropriate epoxy such as Sikadura Hi -Mod 32.
PRIOR TO EACH USE OF ANY SIKA PRODUCT, THE U No FOLLOW THE WARNINU9=
INSTRUCTIONS ON THE PRODUCTS MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA
SHEETWHICH ARE AVAILABLE ONLINE AT HTTPaAlSA.SIKA.COM/ OR BY CALLING SIKA'S TECHNICAL SERVICE DE-
PARTMENTAT 800.933.7452 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATION
TOREAD AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCTAS SET FORTH IN THE CUR-
RENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATA SHEET PRIOR TO PRODUCT USE.
KEEPMUMNER TIGH LYCLOSEMKEEPOUT OF Iffii OFcNU)REN. NOTFOR INIERNALCONSUM 710N.FORINDUSTRIAL USEONLY. FOR PROFESSIONAL WE ONLY.
For further Information and advice regarding transportation, handling, storage and disposal of chemical products, users should refer to the
actual Safety Data Sheets containing physical, ecological, toxicological and other safety related data. Read the current actual Safety Data Sheet
before using the product In case of emergency, call CHEMTREC at 140041 A 9300, International 703427.3887.
Priorto each use of any Sika product, the user must always read and followthe warnings and Instructions on the product's most current Product
Data Sheet, product label and Safety Data Sheet which are available online at hftp:llusa.slka.caM or by calling Sika's Technical Service Depart-
ment at80M19317482. Nothing contained In any Sika materials relieves the user of the obligation to read and follow the warnings and instruction
for each Sika product as set forth In the current product Data Sheet, product label and Safety Data Sheet prior to
product use.
SIKA warrants this product for one yearfrom date of Installation to be free from manufacturing defects and to meetthe technical properties on
the current Product Data Sheet if used as directed within shelf life. Userdetermines suitabllitvof oroductforintended use and assumes all risks_
OR BY
®
Visit our website at usa.siRa.com
c - -'
1.800-933SIKA NATIONWIDE
Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center.
®
SikaClito Avenue
Polito Avenue
Sika Canada Inc.
601Delmar Avenue
Sika Mexicans S.A.a C.V.
Libre Celayn Km. 8.5
asl-
tro
Lyn
Lyndhurst,
Pointe Claire
From In Balvanera
9
-9 3-745
Phone:8933-627452
Far. 201-9335225
Quebec H9R4A9
Come.lndustrial
Corregi9Ora, Queretaro
C.P. 76920
a. .ou:un ve
Fax: 51-694-2-2610
Fax: 514-694-27g2
Phone: 52 44222505370
Fax: 52 442 2250537
Sica registered
trademarks. PdntedN Canada.
Product Data Sheet
Edition 5.5.2011
Sika FerroGard 903
Sika Ferr
Penetrating,'6
coating forh'ai
Description ;Sika
g Cdesl
mmF
Gard® 903
inhibiting,: impregnation
impregnation coating for hardened concrete surfaces. It is
to diffuse In vapor or liquid form to the steel reinforcing bars
903 forms a protective layer on the. steel surface which inhibits
es as well as by carbonation of concrete.
How it Works 'Sika FerroGaid9031s'a combination of amino alcohols, and organic and inorganic inhibitors that protects
:.. ^-both the anodic endcathodic parts -of the corrosion cell. This dual action effect dramatically delays the initia-
bon oficorrosion,andgreatly reduces.the overall corrosion activity.
Sika F.,erroGan: 903,protects the embedded steel by depositing a physicalbarrier in the form of a protective
taker on tie surface of the steel reinforcement This barrier inhibits corrosion of the steel.
Where to use .
and balconies
■. Steel -reinforced concrete in or near a marine environment
a "Parking garages
`■ "Piers;_ piles, and concrete dock structures
- . ■'. As part of.Sika's system approach for buildings and civil engineering structures
Advantages : 'Sika FerroGard 903.offers owners, specifiers, port authorities, DOTS, and engineers, a new technology in
" corrosion. inhibition that can easily be applied to the surface of existing concrete to extend the service life of
spy reinforced concrete structure.
a Protects against the harmful effects of corrosion by penetrating the surface of even the most dense con -
crate and diffusing to the steel to inhibit corrosion.
■ Enhances the durability. of reinforced concrete.
■ Does not require concrete removal.
Environmentally sound.
■ Does not contain calcium nitrite.
.■ Easily applied. by either spray or roller to all existing reinforced concrete.
■ Can be applied to reinforced concrete that already exhibits corrosion.
■ Adds additional benefits when used prior to protective coatings in concrete restoration systems.
■ Water based for easy handling and application.
■ Not a vapor barrier, allows vapor diffusion.
. ■. FemoGard has been proven effective in both laboratory (ASTM G109/Cracked Beams) and field analysis.
■ ANSI/NSF:Standard 61 potable water approved
Coverage For normal concrete, application is 200 ft?/gal. each coat. A minimum of two coats is always recommended.
For dense concrete, application may exceed 300 ft?/gal. Therefore, more than two coats may be required
to achieve the total application rate: 100 ft.21gal.
Packaging _ 5 gallon pails with spout, 55 gallon drums.
precast, post tensioned or marine
recommended for all steel -reinforced,
erroGard 903: .
corrosive environments (deicing salts, weathering)
How to Use
Surface Preparation
Before applying Sika FerroGard 903 be sure the surface Is clean and sound. Remove all dirt, dust, oil,
grease, efflorescence or existing coatings from concrete surface by steam cleaning, waterblasting or slightly
sandblasting. Allow concrete surface to dry prior to application of Sika FerroGard 903. The dryer the surface
the better the penetration and effectiveness.
ISaY Cvterla wizjX r `?
Pertomienee Levolii+-sut,,rc,./N^.,�ryt
sL'vi-`5�z�erroGaMJrosloninhibltrs`delay
�v7est,MethadllnsUtutey.
Ne onset+'
zrTk"``E '' "
,�n'.nhsbya''7
corrosmrt,;,and reduce the rate of cerrosion r-
�Yra'!r"v;r.,
gal
'r�''-5< 1
.s� �,'$:,ai't,afi-,
by 65%Yef;ds.controlwspecimen a her l?yeal
4f, ,
=P.enebahonehe lnhardeped�
FeroGar�d;4d3 penefrateslnde ndently of r
><"7 �=, s
onentaLon (honzOnfaI VeNC81 overhead)ata
iY 2t r
�+s�a"/T
raldr4f37rt4,10 4/S0nchestj7,5 to 20 mra)per 4,
P p a t .I
depea(ng on the density, of the.wnciete
bepN of Penebabon �..,,.F3''
FertoGald'9p3 penetrates up to 3 mches3',',- ram'
,.��e ,y- '
2
rn'_;T3
Pmcwelay�fn steeCc rrFelmGaN
�A3 (ortns a�Proteotive layei on,ipe4}
remtomting�atee( ofshi9h at
�,',,.� pr
)%'i` } '� ti='
aa"."' 3
mtegnry measured
- 3
\�
ihickgiiss
.Displacement ofchlondesfromi
FerroGerd'9o3 fortnsamnhnuous film on the'
t i' � �
Csteel su�ace ?"fir �S `�^ `��
remJgrun sfee) and displaces chlonde ion'sz �
{ , s i-23 r• , '
!CORPsion,F( te'Field_Monrtorfngu,
Retludion,ofcortoslon fatesn excess of',6510
,„h <, x� .C� 4 ! r -
":Test Method/Ins6tute:
";1fCmcked Concrete Beam Test (adapted from ASTM G109).
2. _Secondary _Neutron Mass Spectroscopy (SNMS) / Institute for Radiochemistry, Kadsruhe (Germany), Prof.
Dr,J. Goschnick.
3. X-ray Photon Spectroscopy (XPS) and Secondary Ion Mass Spectroscopy (SIMS) / Bmndle and Associ-
ates,.San Jose, CA and University Heidelberg (Germany), Prof. M. Gmnze.
4. Performance of Corrosion Inhibitors in Practice, Graeme Jones, C-Probe Technologies Ltd., 2000.
oixa rego�are sus is applied oy rover, omsn or spray on concrete surfaces. When spraying, use a conven-
tional airless spray system or hand -pressure equipment. A minimum of two coats is always recommend -
ad. Dense substrates may require more coats. Waiting time between coats of Sika FenoGard 903 is at least
1.hour.Allow a minimum of one day to allow Sika FenroGard 903 to dry and penetrate.
' , nenSika FenoGard 903 is used prior to the application of a repair mortar, concrete overlay, protective
coating, Sikafloor system or any other application, care must be taken to remove any residue remaining on
Vie surface from the application of Sika FenoGard 903. Clean the substrate in such a manner (i.e. push the
'- -water in one direction away and off from the surface to be overcoated) to completely remove any residue.
Horizontal surfaces require pressure washing (2,000 psi minimum) to remove the residue. Vertical surfaces
r : may be rinsed with water or pressure washed. The use of Sika Arnatec 110 EpoCem as a bonding agent
prior to the application of repair mortars or concrete overlays Is suggested. Drying times depend on envi-
ronmental conditions, absorbency of the substrate and maximum recommended moisture content for the
Is Do not apply when temperature is expected to fall below 35'F within 12 hours.
. If the applied surfaces wit( be submerged after the application of Sika FeroGard 903, a waterproofing
coating must be applied prior to submersion.
Is Substrate should be as dry as possible prior to the application.
■ Protect glass, wood,, brick,. galvanized steel, copper and exposed aluminum during the application.
■ Maximumchloride content of concrete structures intended to be treated with Sika FenoGard 903 is 61bs./y3
(measured at the level of the reinforcing steel). For levels up to 10 Ibs.lya, consult technical service.
'Irritant - Skinandeye Irritant. Vapors may cause respiratory tract irritation. Use only with adequate ventila-
tion. Use of safety goggles and chemical resistant gloves is recommended. Remove contaminated cloth-
ing.
In case of skin contact, wash thoroughly with soap and water. For eye Contact, flush immediately with plenty
of water for at least 15 minutes; contact physician immediately. For respiratory problems, remove person to
fresh air. Wash clothing before re -use.
In Case of spills or leaks, wear suitable protective equipment, contain spill, collect with absorbent material,
and transfer to a suitable Container. Ventilate area. Avoid Contact. Dispose of in accordance with Current,
applicable local, state, and federal regulations.
auu mamna,ame,y ume an vex warn are aeviname on line a wwwe xausa cam or by calling Slka's Technical Service
Deparhnent at 60P9]}7452- Nothing contained In any Slka materlels relleves the user of the obligation to read and follow the wamings and
Instruction for each Slke product as set fodh In the current Technical Data Sheet, product label and Material Safety Data Sheet prior to product use.
LIMITED WARRANTY: Sike warrants this product for one year from data of Installation to be free fmm manufacturing defects and to meet the
technical propeNe; on the current Technical Data Sheet If used as directed within shelf life. User determines suitability of product for Intended
use and assumes all dsks. Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cast of labor.
NOOTHERWARRANnESUPRESSORIMPUEDSHALLAPPLYINCLUDINGANY WARRANTYOFMERCHANTABILfryORFITNFSSFORAPARTICUTAR
PURPGSESIKASHALLNOTSEUABLEUNDERANYLEGALTHEORYFORSPECIALORCONSEDUENTNLDAMAGESSIKASHALLNOTBERESPONSIBLE
FORTHEUSEOFTHLSPRODUCTINAMANNERTOINFRINGEONANYPATENTORANYOTHERINTELLECTUALPROPERTYRIGHTSHELDBYOTHERS.
Visit ourwebsite alwwwsikausa.com'
7.800-977511(A NATIONWIDE
Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact your regional center.
Sika CorporationAvenue -
Sika Canada Inc.
Sika Mexicans S.A. de C.V.
Lyn Polito Avenue
Lyndhurst,
601 Delmar Avenue
Polnle Claire
-,,,--
Libre Km.8,5. vo V
Industrial
Fre. Industrial P
-9 3-745
Phone:1-933-3.7452
Quebec H9R4AB
I Comer Queretaro
Queretaro
C.P.
Fez: 201-833-6Y25
Phone: 514fi97-2610
76920
C.P. 76920 �7
Fez: 514-694-2792
Phone: 52 442 23115800 Sike and Fenvoad are registered trademarks.
Far. 52 442 2250537 P,k;ted m Canada.
I
Product Data Sheet
Edition 5.3.2011
Sikagard 701W
le emulsion concentrate
Description
.-
7 Sikagaid 701W is a solvent -free concentrate of silane modified siloxane emulsion. When di-
66 liquid O,a d f6rms.water and chloride -ion repellent impregnation specifically formulated
sea
l al:absoibent cementitious surfaces and other masonry substrates.
Where to Use.
H . �Men , di . lut . ad, use Sikagard 701was a colorless, non -vapor -barrier, water and chloride
..ion -repellent impregnation for absorbent materials.
m;Treat'concrete bridges, roadways, runways, parapet walls, precast, beams, columns,
, curbing,'retaining walls, pavers, etc.
i;Treat both new and existing structures.
Treat masonry brickwork, stucco, etc.
a Porous architectural curtainwall panels.
m Use on steel-reinfqrred structures to reduce the corrosion and latent damage potential of
Chlorides.
Advantages
Sikagard 701W is both an economical and simple -to -use sealer. Because of its unique
ability to decrease water and chloride intrusion, Sikagard 701W helps reduce the danger of
re.bar corrosion.
Sikagard 701W.
z Meets the standards of acceptability for concrete sealers established in NCHRP Report#244.
s
cc concrete integrity.
::,Enhan
Reduces efflorescence.
n Improves resistance to frost and deicing salts (chloride ion).
w Reduces dirt penetration.
w Does not act as a vapor barrier.
z May be applied to alkaline substrates.
z Will not degrade under UV exposure.
Coverage
100-250, sq. ft./gal., (diluted concentrate) depending on porosity of substrate. For proven
results against chloride -ion intrusion, 125 sq. ft./gal. is recommended.
Packaging
5 gal. pail.
A300
How to Use
Surface Preparation
Before applying Sikagard 701 W be sure surface is clean and sound. The best impregna-
tion is achieved on a dry, very absorbent substrate. Remove all grease, curing compounds,
surface treatments, coating, oils, etc.
Preparation Work: Concrete and masonry surfaces, sandblast, high pressure water blast or
use other mechanical means:"
Mixing "
Dilute Sikagard 701 W concentrate" with tap water in an appropriately sized mixing container.
MWOtn a;low speed (400-600 rpm) drill with Sika paddle or comparable drum mixer until
uniformly blended. Make sure paddle is completely covered so as not to entrain air. For best
results, Sikagard 701 W should beremixed if unused 24 hours after blending with water.
Application
: Apply by roller, brush (horizontal surfaces), or spray. Any pooling of water repellent indicates
overdo on dense substrate while rapid absorption indicates a porous substrate. Varia-
tions I centration down to8:1 for dense substrates or coverage area, and/or multiple
wet -on -wet applications for porous substrates may be utilized to achieve optimal substrate
treatment Preliminary site test application is recommended -to determine effective. coverage
" "
�• and performance. Maximum water repellency is generally realized in 72 hours, but may
i
take longer depending on surface and atmospheric conditions.
Limitations
`' at Adjacent surfaces such as window frames, glass, stainless steel, aluminum, etc., must be
..
masked before application.
at Do not apply at a temperature below 40eF.
at Do not apply when substrate temperature exceeds 120eF.
■ Material is not recommended for below -grade waterproofing.
at Do not apply through standing water.
..Material is.not intended to seal visible cracks or crevices from moisture intrusion.
it Material is -not intended for waterproofing under hydrostatic pressure.
.:Performance and penetration depth are dependent upon the surface composition.
■-6o';not use on green concrete. .
. When overcoating: an on -site adhesion testis essential to determine actual compatibility.
.:Sikagard 701W.is not a carbonation barrier.
Caution
Warning Irritant; May cause skin/eye/respiratory irritation. Avoid prolonged contact Use of safety
goggles and chemical resistant gloves is recommended. In case of PEIs are exceeded, use
an appropriate, properly fitted NIOSH approved respirator. Remove contaminated clothing.
FirstAid Incase of skin contact, wash immediately and thoroughly with soap and water. If symp-
toms persist, -consult a physician. For respiratory problems, remove person to fresh air, if
symptoms persist, contact a physician. In case of ingestion, dilute with water and consult a
physician, Remove contaminated clothing.
Clean Up
Incaseof spills or leaks, wear suitable protective equipment, contain spill, collect with absor-
bent material,and transfer to suitable container. Ventilate area. Avoid contact. Dispose of
in accordance with current, applicable local, state, and federal regulations. Uncured material
can bexemoved With water.
consitimis and
and purpose before proceeding with the
All sales of Slea produclis) are subject I
• KEEP Off OF REACH of CHILDREN- NOT FOR
sm,
800-433-745Z
Pdorto each use ofany Sika product, the user must always mad and followihe warnings and Instructions an Me product% mostcurrerd Technical
Data Sheet, product label and Material Safety Data Sheet which are available online at isplWelkausa.com or by "fling Slka's Technical Service
Department at 900.9317452 Nothing contained In any Sika materials relieves Me user of the obligation to read and follow the warnings and
Instruction for each SiM product as set Toth In Me current Technical Data Sheet, product label and Material Safety Data Sheet priorto product use.
LIMITED WARRANTY: Sika waments this product for one year from dale of Installation to be free from manufacturing defects end to meet the
tectmlal properties an Me current Technical Data Sheet If used as directed within shelf life. User determines suitability of product for Intended
use and assumes all dsks: Boyer's sole remedy shall he limited to the purchase price or replacement of product exclusive of labor or Cost of labor.
NOOTHERWARRANTIESExPRESSORIMPLIEDSHALLAPPLYINCLUDINGANYWARRANWOFMERCHANTABILITYORRTNESSFORAPARRCULAR
PURPOSE SIKASHALLNOTB UABLEUNDERANYLEGALTHEORYFORSPECUILORCONSEOUEN77ALDAMAGMSIKASHALLNOTBERESPONSIBLE
FORTHEUSEOFTHISPRODUCTINAMANNERTOINFaINGEONANYPATENTORANYOTHERINTELLEGTUALPROPERTYMGHTSHELDBYOTHERS.
Visit our webshe atwwwslkausa:corn' - -
1-800-933SIKA NATIONWIDE
Regional Information and Sales Centers. For the location of your nearest Ska sales office, contact your regional center.
Sika Corporation
Polito Avenue'
Sika .Imada Inc.'
80ftelmarAvenue
Sika MexGarment Ulue SA. de C.V. 85,
8.5
Lyndhurst,
Lyn
Pointe Claire
Frew Industrial
Fra=ImtlbrolCelaya Balvaers
as 4fp
-9 3-745
Phone:e933-627452
Quebec
97-
retard
Corregi920 Queretaro
Fax: 201-9330225
514- 2870
PhoFar.
FetC 514-8942782
51694-27
_
Phone: 52
2505370D Sika and aikegaN are registered trademarks.
Few: 5:
442
Few: 52 442 2250537 Printed in Canada.
Product Data Sheet
Edition 7.15.2014 "
SikaTop®123 Plus
'r
SikaTop® 123 PLUS-
Two=component, polymer -modified, cementitious, non -sag
mortar plus, FerroGard 901 penetrating corrosion inhibitor
Description SikaTop® 123 PLUS is -a two -component, polymer -modified, portland cement, fast -setting, non -sag mortar.
It is a high performance repair mortar for vertical and overhead surfaces, and offers the additional benefit of
F,erroGart7* 901; a penetrating corrosion inhibitor.
Where to Use -..., Ort grade;rabove, and below grade on Concrete and mortar.
■ - On vertical and overhead surfaces.
■' As a structural repair material for parking structures, industrial plants, watertwaste water treatment facili-
.'ties loads, walkways, bridges, tunnels, dams, ramps, etc.
. i . Approved for repairs over cathodic protection systems.
Advantages :; n .. High compressive and flexural strengths.
.4 High early strengths.
■ Increased freeze/thaw durability and resistance to de-icing salts.
°. ' Compatible with coefficient of thermal expansion of concrete - Passes ASTM C-884 (modified).
'. "Increased density -improved carbon dioxide resistance (carbonation) without adversely affecting water
.'. vapor transmission(not a vapor banier).
a' Enhanced with FerroGard® 901, a penetrating corrosion inhibitor- reduces corrosion even in the adja-
cent concrete..
. Not .flammable; non -toxic.
i ,.Conforms to ECA/USPHS standards for surface contact with potable water.
i;USDA certifiable for incidental food contact.
w-ANSI/NSFStandard.61 potable water approved.
Coverage ..0.39 c11.AJunit.�':;
Packaging Component.W -1 gal.plastic jug; 4/carton. Component -B' - 44 lb. multi -wall bag.
T�IICBIfDatB (Mateda/and cunngxcondrpons @73 F(23 C)and 50/oRHJ t� I�
RESULTS MAY DIFFER BASED UPON S1AnSTIOAL6VARIAT10Ns DEPENDING UPON M1xiNG METHODSAND EQUIPMENT +�
xTEMPERA[IIRE APPUCAlION METKODS TEST METHODS ACTUAL SRE CONO TION9 AND DURING COND 710N5
�StoilagefConn r�Sl`Gr tlry at ��195a�yCndihona matenal to b5 a75}F before us ng Protect
�`v�- %4`�*x��t�` Component A from freenn 'If frozen discard - ,'�"
��Colgrr ��ie,' � Concrate gray whenmixed(.�� , '-` 7 - -j =
IRIOR TO EACH USE OF ANY SIKA PRODUCT. THE USER MUST ALWAYS READ AND FOLLOW THE WARNING3-M
NSTRUCTIONS ON THE PRODUCTS MOST CURRENT PRODUCT DATA SHEET, PRODUCT LABEL AND SAFETY DATI
;HEFT WHICH ARE AVAILABLE ONLINE AT HTTPJIUSA.SIKA.COM/ OR BY CALLING SIKA'S TECHNICAL SERVICE DE
'ARTMENTAT 800.933.7452 NOTHING CONTAINED IN ANY SIKA MATERIALS RELIEVES THE USER OF THE OBLIGATIOt
'O READ AND FOLLOW THE WARNINGS AND INSTRUCTIONS FOR EACH SIKA PRODUCT AS SET FORTH IN THE CUR
LENT PRODUCT DATA SHEET, PRODUCT LABELAND SAFETY DATA SHEET PRIOR TO PRODUCT USE.
A110
How to use
Substrate Concrete, mortar, and masonry products.
SurfacePreparationConcrete/Mortar: Remove all deteriorated concrete, dirt, oil, grease, and all bond4nhibiting materials from
Surface. Be sure repair area is not less than 1/8 Inch In depth. Preparation work should be done by high pres-
sure water _blast; scabbler, or other appropriate mechanical means to obtain an exposed aggregate surface
With aminimum;surface profile of±1116 in. (cSP-5) Saturate surface with clean water. Substrate should be
saturated surfacedry .(SSD) with no standing water during application. -
Reinforcmg,, et: Steel reinforcement should be thoroughly prepared by mechanical cleaning to remove all
- _ `traces of rust.mere corrosion has occurred due to the presence of chlorides, the steel should be high-pressure
washed vnlh,clean water after mechanical cleaning. For priming of reinforcing steel use Sika" Armateca 110
EpoCem (con'sult-Techmcal Data Sheet):
Priming Concrete Substrate: Prime the prepared substrate with a brush or sprayed applied coat of Sikes Armatec
®�t10,Epoeern (consult Technical. Data Sheet). Alternately, a scrub coat of Sika Top 123 can be applied prior
tp.placementof the mortac.The repair mortar has to be applied into the wet scrub coat before it dries.
vo rpnq aria mating pamie or mortar mixer. Mixto a uniform consistency, maximum 3
can be tolerated only for less than a full unit. Thorough mixing and proper proportion -
its is necessary.
-- --- a uvuueu Imu are substrate, nuing an pores aria voids. Force material against
pair, working toward center. After filling repair, consolidate, then screed. Material may be applied in
s. The thickness of each lift, not to be less than 1/8 inch minimum or more than 1.5 inches maximum.
Itiple lifts are required score top surface of each lift to produce a roughened surface for next lift. Allow
lift to reach final set, 30 minutes minimum, before applying fresh material. Saturate surface of the
an water. Scrub fresh mortar into preceding lift. Allow mortar or concrete to set to desired stiffness,
with wood or sponge goat for a smooth surface.
une mist of water or a -water based-, compatible curing compound. Curing compounds
adhesion of following lifts of mortar, leveling mortar or protective coatings. Moist curing
Tmediately afterfudshirig; If necessary protect newly applied material from direct sunlight,
�rnr uuvrra ■ Minimum ambient and surface temperatures 5, F (7'C) and rising at time of . Maximum in one lift - 1.5 in.applica38 tion.
in Do not use solvent -based curing compound.
If Size, shape and depth of repair must be carefully considered and consistent with practices recommended
by ACI. For additional information, contact Technical Service.
at Foradditional information on substrate preparation, referto ICRI Guideline No. 03732 Coatings, and Polymer
Overlays'.
is Ifaggressive means ofsubstmte preparation is employed, substratestrength should be tested in accordance
with ACI 503 Appendix A prior to the repair application.
.. w As with all cement based materials, avoid contact with aluminum to prevent adverse chemical reaction and
,.,possible product failure. Insulate potential areas of contact by coating aluminum bars, rails, posts etc. with
.an.appropriateapoxy such as Sikadurs Hi -Mod 32.
KEEPfAMAINe GULYCLOSFD.KEEPOMOFREACHOFCHILDREN.NOTF6RINTERHALCANeW"ORFORINUIIS7 LOSEONLY.FORPROF=ONALLISEONLY.
For further information and advice regarding transportation, handling, atarage and disposal of chemical produce, users should referto the
actual Safety Data Sheets contalning physical, ecological, toxicological and other safety related data Read the current actual safety Data Sheet
before using the product. In case of emergency, call CHEMTREC at 1400424-5300, International 700-527J987.
Regional Information and Sales Centers. For the location of your nearest Sika sales office, contact yourregionalcenter. V�
Sika corporation
Sika Canada Ins,
Sika Mexieana SA. de C.V.
201 Polito Avenue
Lyndhurst, NJ 07071 I
601 Delmar Avenue
Pointe Claire
Camelem Libre Celaya Wm. 8.5 no -
Frac% Indusldal aalvanera 9
Phone: ODD-933-7452
Quebee H9R-4A9
Conegidora, Queretaro `V,
Feel. 201-933-UZS
Phone: 514-697-2610
xe,_,+ne.eew.•
C.P. 76920 �
Fax: 514-694-2792
Frans: 52 442 238580D Sika,A.Mg. SilaTep, end FenoOaN areregistered
Fax: 52 442 2250537
hademe,ks. PMted in Canada.
VVIKem& 350NE,
Neighbor Friendly . Low `Odor,
Pedestrian and VehicularAppli
Product:Description
Vulkem® 35ONF is a single -comp onent,.fast curing, low odor
_polyurethane basecoat that possesses tenacious adhesion
primarily to clean and dry concrete, but also td.wood and
metal. Vulkem35ONF-is a versatile baseeoatthat can be .
applied Iunderneath any Vulkem intermediate or topcoat or
used undertile. Vulkem 350NF is:available in two viscosities; R
(roller grade) for vertical or horizontal applications and SL (self -
leveling) for horizontal applications::. .
Basic Uses
Vulkem 350NF is ideal for plazas, vehicular and: recreation
decks, balcony terraces, mechanical rooms, cestrooms; kitchens,
stadiums, ramp areas, elevated plenums and other: primarily.
concrete surfaces. Please contact Technical SeMc_es for:
additional.information on applications.. .
Productfeatures
• Fast cure - refer to chart on page 2 for cure rates.
• Low odor
• Unprimed adhesion to concrete
• Less than 90 g/I of Volatile Organic Content
• Low potential for out gassing
• Low viscosity
• Compatible with all Tremco intermediate and topcoats
• No cure inhibition or adhesion issues when used:with
Tremco's Dymeric 240FC, Dualflex, Vulkem ,45 SSL and
Vulkem 116.
• Can be used under tile - contact Tremco Services for
'application information.
Product Benefits
• Fast cure means quicker turnaround on jobsite
• Low odor ideal for restoration and interior applications
+ Easy to apply
Compatibility with otherTremco products minimizes the risk
of failure when it abuts other transitions or penetrations of
the structure such as floor -to -wall transitions, detailing and
drainage areas.
Availability
Immediately available from your local Tremco Sales
Representative, Tremco Distributor or Tremco Warehouse.
Low VOC Basecoat for
Compatible Vulkem Intermediate andTopcoats
Tremco offers a complete line of time tested, compatible
Vulkem intermediate and topcoats that form a strong
interlaminary bond to the Vulkem 35ONF. Compatible topcoats
are Vulkem 351, 351 NF, 346, 951 NF and 95ONF (indoor only
for 950NF). Compatible intermediate coats are Vulkem 345
and 95ONE These Vulkem coatings, when used in conjunction
with the recommended aggregate, create a tough, aesthetically
pleasing, abrasion -resistant wearing surface over the Vulkem
35ONF basecoat. Additionally, Vulkem 35ONF is ideal for use
under the in bathrooms, kitchen, on balconies and other
applications.
Packaging
5-gal. (19L) pail
55 gal. (208L) drum
Installation
Refer to Vulkem 350NF Application Instructions for specific
application details. The techniques involved may require
modification to adjust to jobsite conditions. Consult your local
Tremco Sales Representative or Tremco Technical Services for
specific design requirements.
Warranty
Tremco warrants its Products to be free of defects in materials
but makes no warranty as to appearance or color.
Since methods of application and on -site conditions are beyond
our control and can affect performance, Tremco makes no
other warranty, expressed or implied, including warranties of
MERCHANTABILITY and FITNESS FORA PARTICULAR PURPOSE,
with respect to Tremco Products. Tremco's sole obligation shall
be, at its option, to replace or to refund the purchase price of
the quantity of Tremco Products proven to be defective and
Tremco shall not be liable for any loss or damage.
Please refer to our website at www.tremcosealants.com
for the most up-to-date Product Data Sheets.
www.tremcosealants.com Page 1 of 2
TYPICAL PHYSICAL:PROPERTIES
Property Test Mgthod
Vulkem 350NF (SL) Vulkem 350NF (R)
'Tensile ` ASTM D 412 :
440 460 psi
220-240 psi
Elongatipn ASTM D 412,:
600-700%
600-700%
5100 ASTM D 412 :
220-260 psi
110-120 psi
Hardnessj;Shore A- .'ASTMC:661-83
50-60:.
45-50
PeelSVength OmConuete ASTMC794
25-30pli,100%Cohesive
20-25pIi,Cohesive
Failure .
Failure
Permeability ASTM E96
.15 perm -inches
.1 perm -inches
Vertical Hold;
N/A
>SO mils
Vllelght ea Solids.
90-92%
97-98%
Non -Volatile Content ASTM D 1353 :
<90 gll
<20 g/l
Viscosity, "cps Brookfield C&P „
4-6000 cps
15,000-20,000
Cure Time to Recoat
@ 77°F (25°C) 50% R.H. ASTM D 1640 ,- ' .
4-6 hours ;
5-7 hours
Flash Point Setaflash
1607
>200°F
Pull Off Adhesion ASTM D 4541:
min 300 psi-
min 200 psi
Temperature @ 50% Relative Humidity
Cure Rate
40°-55°F (4.47-12.8°C)
48hours
55°-b57 (12.8°-18.3°C)
16-24hours
65° - 85°F (18.3°- 29.4°C)
4-6 hours
85°F (29A°Q ..
<or=4hours
Variations in temperature and humidity,can affect the cure rate of the waterproofing membrane. The above chart should
be used as a guide only to determine the approximate rate of cure. Other factors can also influence the cure rate such as
substrate temperature and enclosed environments: For more information about proper application procedures please refer
to the installation instructions or contactiechnical Services.
Tremco Commercial Sealants & Waterproofing
3735 Green Road, Beachwood, OH 44122 /1 Phone: 216.292.5000118003213906
220 widcsteedAvenue,Toronto, ON M4H 1 G7// Phone: 416.421.3300 // 800.363.3213
An �'^+eT' , Company 1451 JambsonAvenue,Ashland OH 4480511 Phone:419.289205011800321.6357
_ . www.tremeasealants.com 0512/V35ONFSD Page 2 of 2