Inject-TITE™ AWF All-Weather Formula
Description
The Inject-TITE (AWF) All Weather Formula is an acrylate
anchoring system made for temperatures ranging from -15°F
to 120°F. The AWF is a styrene-free formula that allows for use
in a wide range of applications like bonding threaded rod and
reinforcing bar hardware into drilled holes in solid (or hollow)
concrete base materials. It won’t shrink or sag, eliminating
expansion forces and avoiding unwanted forces in the joint. It
can be applied in wet or damp holes and can be used in areas
with severe weather conditions.
9.3 .oz. ECA8
28 .oz. ECA28
Key Features & Benets
Allowed at close-edge distances
Bonds to smooth diamond core drilled holes
Working Range: -15°F to 120°F
Sets in water-lled and damp holes
Styrene-free
9.3 oz (275 ml) and 28 oz. (825 ml) cartridges available
Non-sag gel consistency for horizontal and
vertical installations
For both solid and hollow base materials
Styrene Free
Meets ASTM C-881 and AASHTO M-235
Applications
Foundation Anchors
Bonding Threaded Rod &
Reinforcing Bar
Storage
The material should be stored at 40° -95°F (5°-35°C).
Shelf life of properly stored, unopened containers
is 12 months from date of manufacturer.
Health 1
Flammable 3
Reactive 4
Specications, Listings
and Approvals
Properties:
– Mix Ratio (A to B by volume) – 10:1
– Consistency – Non sag-gel
– Gel time (60 GM MASS @ 73°F) – 7.5 Min.
– ASTM D 695 – Compressive Strength
10,000 PSI (68.95 MPa)
– ASTM D 695 – Compressive Modulus
260,000 PSI (1,793 MPa) ASTM D 570 –
Water Absorption – 0.08%
– ASTM D 648 – Heat Deection temp. –
144°F (62.2 C)
– ASTM C 882 – Bond Strength (2-days) –
2,800 PSI (19.31 MPa)
– ASTM C 882 – Bond Strength (14-days) –
3,200 PSI (22.06 MPa)
– ASTM D 638 – Elongation break – 1.3%
– ASTM D 1875 – Density (lb/gal.) Part-A
13.2 lb/gal. (1.58 kg/L)
– ASTM D 1875 – Density (lb/gal.) Part-B
14.1lb/gal. (1.69 kg/L)
VOC: Inject-TITE Standard-Set Formula has
a VOC content of 0 g/L. Compliant with all
US VOC regulations including Federal EPA,
OTC, LADCO, SCAQMD & CARB.
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Inject-TITE™ AWF All-Weather Formula
Installation Data
Instructions
1. Select the proper drill bit. Using only a solid carbide-tipped drill bit that meet the ANSI B212.15 standard
and a hammer drill, proceed to drill the hole perpendicular to the surface and do not allow it to wobble
or to ream out the hole. Always wear safety glasses. Follow the drill manufacturer’s instructions.
2. Cleanliness of all components is very important to the successful use of any adhesive system. Using
clean dry oil-free compressed air or a vacuum, remove the bulk of the dust and debris from the bottom
of the hole. Next — Using a brush that is at least as big as the hole in diameter (sti nylon or wire) or a
combination of multiple brushes that are together more than the hole diameter, brush the hole top to
bottom and back, being very careful to clean the entire bore all the way to the bottom of the hole. This
must be done at least 3 times. The idea is to clear the concrete of dust allowing a good ow of adhesive
into the porosity of the concrete. Using clean dry oil-free compressed air (air nozzle and plastic tube for
extension to the bottom of the hole would work well for this) blow out from the bottom up the dust that
is brushed o of the walls of the hole. Repeated brushings will not signicantly aect hole diameter.
Finally — take the brush and repeat the brushing/blowing procedure until no visible dust or debris is
blown out of the hole. Repeat no less than two more times.
If you do not follow these cleaning procedures, you could signicantly reduce or eliminate the
holding capacity of this anchoring system.
3. For 9.3 oz. cartridges: Remove screw-top lid / cap and end plug from cartridge. Screw static mixing
nozzle onto cartridge. Place assembled cartridge into the dispensing tool. For 28 oz. cartridges: Remove
D-shaped plug from cartridge. Slide retaining nut over static mixer. Secure static mixer to cartridge by
screwing retaining nut onto cartridge. Place assembled cartridge into the dispensing tool.
4. Make sure that adhesive is properly mixed (uniform gray color) when coming out of the end of the
static mixing nozzle before lling any hole. This verication should be done on a piece of disposable
material and not in the hole. Run a bead and check it to be sure.
5. In Concrete: Starting at the BOTTOM of the hole to avoid air pockets, inject Inject-TITE adhesive into the
hole until it’s 1/2 full while pulling static mixer out using constant uniform pressure.
In Masonry: Insert nylon or stainless steel screen into hole. Starting from the BOTTOM of the screen,
inject Inject-TITE adhesive into the screen until it’s 1/2 full while pulling static mixer out using constant
uniform pressure
NOTE: For both Concrete and Masonry: Dispense under constant uniform pressure. If dispensing is altered, re-establish uniform color prior to
continuing. When using a hand dispensing tool, release pressure from tool by pressing thumb button at every pause in dispensing. Re-establish uniform
color prior to continuing. Do not use adhesive with color streaks.
6. Slowly push anchor into the hole, rotating in a clockwise motion. See appropriate chart for minimum
and full cure times. Anchors are to be undisturbed during the minimum cure time.
NOTE: Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solid carbide-tipped drill bits meeting ANSI B212.15
diameter standards.
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3x
1 2
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Inject-TITE™ AWF All-Weather Formula
Important Information
Limitations
– FOR INDUSTRIAL USE ONLY.
– Concrete or masonry surface must be frost free.
– Do not thin. Solvents will prevent proper cure.
– Minimum age of concrete must be 3 – 7 days, depending
on curing and drying conditions.
– NTSB safety recommendations prohibit the use of
adhesive anchors in sustained overhead load
anchoring applications.
Cautions
– Irritant to skin and eyes. Avoid skin contact.
– Use of safety goggles and chemical-resistant gloves
is recommended.
– Avoid breathing vapors. Use of a NIOSH/MSHA organic
vapor respirator recommended if ventilation
is inadequate.
Concrete
Masonry
5 6
Skin Contact
4
– Remove any contaminated clothing.
– Remove product immediately with a dry cloth or
paper towel.
– Wash skin thoroughly with soap and water. Solvents
should not be used as they carry irritant into the skin.
Eye Contact
– Flush immediately with water for at least 15 minutes.
Contact physician immediately. Respiratory Problems
– Remove person to fresh air.
Cleanup
– Collect with absorbent materials. Flush area with water.
Dispose of in accordance with local disposal regulations.
Uncured material can be removed with Unitex Citrus
Cleaner or Xylene. Cured material can only be removed
mechanically.
5 6
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Page 3 of 7
Inject-TITE™ AWF All-Weather Formula
Embedment Depth (inches)
234567891011121314151617181920
Estimating Guide
Threaded Rod in Concrete: Number of Holes per 28oz. Cartridge*
Rod Size
(in.)
3/8 7/16 244 163 122 98 81 70 61 55 50 45 41 38 36 33 31 29 28 27 26
1/2 9/16 173 116 87 70 59 50 43 37 36 32 29 27 24 23 22 20 19 19 18
5/8 3/4 89 60 45 36 31 25 23 20 18 17 15 14 13 13 11 11 10 10 9
3/4 7/8 71 47 36 29 24 20 18 17 14 13 13 11 10 10 9 9 9 8 8
7/8 1 60 39 31 24 20 15 15 14 13 11 10 10 9 9 8 8 8 6 6
1 1-1/8 48 33 24 20 17 14 13 11 10 9 9 8 8 6 6 6 6 5 5
1-1/8 1-1/4 43 29 22 18 15 13 11 10 9 9 8 8 6 6 6 5 5 5 5
1-1/4 1-3/8 37 25 19 15 13 11 10 9 8 8 6 6 6 5 5 5 5 4 4
1-1/2 1-5/8 29 20 15 13 10 9 8 6 6 6 5 5 5 4 4 4 4 4 4
Hole Size
(in.)
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Rebar in Concrete: Number of Holes per 28oz. Cartridge*
Rebar Size
#3 1/2 207 139 104 84 70 60 52 47 42 38 36 33 31 28 27 25 24 23 22
#4 5/8 162 108 81 65 55 47 41 37 33 31 28 25 24 22 20 19 19 18 18
#5 3/4 131 88 66 52 45 38 33 29 27 24 22 20 19 18 17 15 15 14 14
#6 7/8 104 70 52 41 36 31 27 24 22 19 18 17 15 14 14 13 13 11 11
#7 1 92 61 46 37 31 27 23 20 19 17 15 14 14 13 11 11 10 10 10
#8 1-1/8 79 52 39 32 27 23 20 18 17 15 14 13 11 11 10 10 9 9 9
#9 1-3/8 39 27 20 17 14 11 10 9 9 8 8 6 6 5 5 5 5 5 4
#10 1-1/2 38 25 19 15 13 11 10 9 8 8 6 6 6 5 5 5 5 5 4
Hole Size
(in.)
Embedment Depth (in.)
Embedment Depth (in.)
Rebar in Concrete: Number Holes Per 9.3 oz Cartridge*
Rebar Size
#3 1/2 69 46 35 29 23 20 18 15 14 13 12 11 10 10 9 9 8 8 8
#4 5/8 54 36 28 22 19 15 13 12 11 10 10 9 8 8 7 7 7 6 6
#5 3/4 44 30 22 18 15 13 11 10 9 8 8 7 7 6 6 6 6 4 4
#6 7/8 35 23 18 13 12 10 9 8 8 7 6 6 6 4 4 4 4 3 3
#7 1 31 21 15 12 10 9 8 7 7 6 6 4 4 4 3 3 3 3 3
#8 1-1/8 26 18 13 11 9 8 7 6 6 6 4 4 3 3 3 3 3 3 3
#9 1-3/8 13 9 7 6 4 3 3 3 3 2 2 2 2 2 2 2 2 2 1
#10 1-1/2 13 9 7 6 4 3 3 3 2 2 2 2 2 2 2 2 2 2 1
Hole Size
(in.)
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Embedment Depth (inches)
All Thread in Concrete: Number Holes Per 9.3 oz Cartridge*
Size (in.)
3/8 7/16 81 54 41 33 28 23 21 19 17 15 13 13 12 11 10 10 10 9 9
1/2 9/16 58 39 29 23 20 17 14 12 12 11 10 9 8 8 8 7 7 7 6
5/8 3/4 30 20 15 12 10 9 8 7 6 6 6 4 4 4 3 3 3 3 3
3/4 7/8 24 15 12 10 8 7 6 6 4 4 4 3 3 3 3 3 3 2 2
7/8 1 20 13 10 8 7 6 6 4 4 3 3 3 3 3 2 2 2 2 2
1 1-1/8 17 11 8 7 6 4 4 3 3 3 3 2 2 2 2 2 2 2 2
1-1/8 1-1/4 14 10 8 6 6 4 3 3 3 3 2 2 2 2 2 2 2 2 2
1-1/4 1-1/2 12 9 7 6 4 3 3 3 2 2 2 2 2 2 2 2 2 1 1
1-1/2 1-5/8 10 7 6 4 3 3 2 2 2 2 2 2 2 1 1 1 1 1 1
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Hole Size
(in.)
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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Inject-TITE™ AWF All-Weather Formula
Substrate Temp.
Dowel in Concrete: Number Holes Per 9.3 oz Cartridge*
Dowel Size
(in.)
3/4 7/8 35 24 18 14 12 10 9 8 8 7 6 6 6 4 4 4 4 3 3
7/8 1 31 21 15 12 10 9 8 7 7 6 6 4 4 4 3 3 3 3 3
1 1-1/8 26 18 13 11 9 8 7 6 6 4 4 4 3 3 3 3 3 3 2
1-1/4 1-3/8 21 14 11 9 8 6 6 4 4 3 3 3 3 3 3 2 2 2 2
1-1/2 1-5/8 18 12 9 8 6 6 4 4 3 3 3 3 2 2 2 2 2 2 2
* The number of anchoring installations is based upon calculations of hole volumes using ANSI tolerance carbide tipped drill bits, the nominal areas of the
reinforcing bars and the stress areas of the threaded rods. These estimates do not account for waste.
Hole Size
(in.)
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
Cure Times
Minimum
-15° F (-26°C) 8 hrs 36 hrs
0°F (-18°C) 4 hrs 24 hrs
40°F (5°C) 45 min 90 min
65°F (18°C) 8 min 45 min
70°F (21°C) 7 min 35 min
80°F (32°C) 6 min 30 min
100°F (38°C) 5 min 25 min
Gel Time Cure Time
NOTES:
1. Cure Time is time required before epoxy reaches ultimate strength.
2. Anchors are to be undisturbed during the minimum cure time.
3. Gel time = time limit for installation and positioning for anchor element.
4. All surfaces using AWF must be free of frost and ice.
Embedment Depth (inches)
Resistance to Chemicals
Chemical Chemical Tested Behavior
Concentrate -
Sulphuric Acid
Hydrochloric Acid
Nitric Acid
Phosphoric Acid
Acetic Acid
Formic Acid
Citric Acid 10% +
Lactic Acid
Sodium Hydroxide 40% *
Caustic Soda
30% *
10% +
Concentrate -
10% +
Concentrate -
10% *
Concentrate +
10% +
Concentrate *
10% +
Concentrate -
10% *
Concentrate +
10% +
20% +
5% +
Chemical Chemical Tested Behavior
Ammonia
Soda Solution 10% +
Common Salt Solution 10% +
Chlorinated Lime
Solution
Sodium Hypochlorite 2% +
Hydrogen Peroxide 10% +
Carbolic Acid Solution 10% -
Ethanol -
Sea Water +
Glycol +
Acetone -
Carbon Tetrachloride -
Tol ulene *
Petrol/gasoline *
Machine Oil *
Diesel Oil *
Key:
- Non-Resistant
+Resistant
* Limited Resistance
Concentrate *
5% +
10% +
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Inject-TITE™ AWF All-Weather Formula
Performance Data
Ultimate Loads (lbs.) – Reinforced Bar in Normal-Weight Concrete
Rebar
Size
#3 7/16 3-3/8 4-1/2 1-1/2 6220 8800 10560
#4 5/8 4-1/2 6 2 16430 16000 1920 0
#5 3/4 5-5/8 7-1/2 2-1/2 23310 24800 29760
#6 7/8 6-3/4 9 3 31145 35200 42240
#7 1 7-7/ 8 10-1/2 3-1/ 2 36975 48000 57600
#8 1-1/8 9 12 4 43320 62400 74880
#9 1-3/8 11-1/4 13-1/2 5 6134 0 - -
Drill Bit
Dia. (in.)
Embed.
Depth (in.)
Critical Edge
Dist. (in.)
Min. Edge
Dist. (in.)
Ultimate Loads (lbs.) – A-36 Threaded Rod in Normal-Weight Concrete
Rod Dia.
(in.)
3/8 7/16
1/2 9/16
5/8 3/4
3/4 7/8
7/8 1
1 1-1/8
1-1/4 1-3/8
*Allowable load capacities are calculated using an applied safety factor of 4:1
Warning: NTSB safety recommendations prohibit the use of adhesive anchors in sustained overhead load anchoring applications
Drill Bit
Dia. (in.)
Embed. Depth
(in.)
1-11/ 16
3-3/8 10685 10785
2-1/4
4-1/2 154 05 19985
2-13/16
5-5/8 29465 32730
3-3/8
6-3/4 28995 43460
3-15/16
7-7/8 40235 56865
4-1/2
9 54715 54945
5-5/8
11-1/4 74125 80180
Critical Edge
Dist. (in.)
4-1/2 1-1/2
6 2
7-1/2 2-1/2
9 3
10-1/2 3-1/2
12 4
13-1/2 5
Min. Edge
Dist. (in.)
Ten sio n Shear
2,300 psi Grade 40 Grade 60
Ten sio n
2,300 psi 4,300 psi
3520 5330
6435 9780
10600 17 315
15780 24285
1742 5 317 95
22980 35400
33220 54230
Shear
4500
7720
12000
17440
23600
26000
48000
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Order Information
®
Inject-TITE AWF All-Weather Formula
Inject-TITE™ AWF All-Weather Formula
Catalog No. Description
ECA8 9.3 . oz. (275 ml) Cartridge 1 12
ECA28 28 . oz. (825 ml) Cartridge 1 8
* Each adhesive tube is supplied with one nozzle
Box
Quantity
Carton
Quantity
Inject-TITE™, TOGGLER logo and typeface, Wej-It® and High-Performance Anchors®
are trademarks of Mechanical Plastics Corp. ©2015 Mechanical Plastics Corp. Rev. 6/15
1-203-857-2200 • www.wejit.com
For more information, please contact:
Divisions of Mechanical Plastics Corp.
110 Richards Avenue • Norwalk, CT 06854
Phone: 203-857-2200
Fax: 203-857-2201 • E-mail: sales@wejit.com
www.toggler.com • www.wejit.com
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