PRO-POXY 300 PRO-POXY 300 FAST |
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Non-sag, injectable anchoring gel
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Compliances
Pro-Poxy 300- ASTM-C-881: Types I, II, IV, & V; Grade 3; Classes B & C
Pro-Poxy 300 Fast- ASTM-C-881: Types I, II*, IV, V*; Grade 3; Classes A, B, & C
V.O.C. Compliant
Passed ICBO-ES AC58 (Sec. 5.3.3) ASTM E 1512 (Sec. 7.1 & 7.5) Elevated Temp
Creep Test
Meets USDA specifications for use in food-processing areas
*Except gel time
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Description
Both PRO-POXY 300 and 300 FAST are high-strength, two-component epoxy adhesive
anchoring gels. They both meet USDA specifications for use in food processing areas.
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Features
- Permitted for use in wet or damp holes
- Freeze-thaw resistant, permitted in severe weathering locations
- Suitable for seismic conditions
- Allowed at close edge distances, shallow embedments
- Low odor
- For both solid and hollow-base materials
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Usage
- Chemical anchoring for bolts, dowels and pins
- Cap sealing and port setting
- Pressure-injection of cracks in structural concrete
- Bonding irregular surfaces
Appearance
Component A: White
Component B: Gray
Shelf Life: 2 years in original unopened container
Storage Conditions: Store at 40-95°F (5-35°C). Precondition cartridges to
over 73°F ?° (23°C)
Cold weather (below 70°F/21°C): Precondition cartridges slowly to
80-90°F/27-32°C for easier gunning.
Gel Time (60 g. mass): 35 min. at 73°F ?° (23°C) for PRO-POXY 300
8 min. at 73°F ?° (23°C) for PRO-POXY 300 FAST
Packaging
22 oz./600 ml cartridges
1 gal./3.8 L units
2 gal./7.6 L units
10 gal./37.9 L units
110 gal./416.4 L units
Coverage
22 oz./600 ml cartridge yields 37 cu. in./600 cu. cm
1 gal./3.8 L of mixed epoxy yields 231 cu. in/3,746 cu. cm
Directions
CARTRIDGES: PRO-POXY 300 and 300 FAST may be easily dispensed from cartridges,
eliminating mixing and measuring. Remove D plug from small end of cartridge. Slide
retaining nut over static mixer. Secure static mixer to cartridge by screwing retaining
nut onto cartridge. For easier gunning, the static mixer tip may be cut off to the third
notch. Place assembled cartridge into approved pneumatic or hand gun. Extrude epoxy
until a uniform gray color is achieved. Do not use epoxy with color streaks. Dispense
under a constant uniform pressure. If dispensing is altered, re-establish a uniform
gray color before continuing. When using a hand gun, release pressure from gun by
pressing thumb button at every pause in dispensing. Otherwise, re-establish uniform
gray color before continuing.
BULK PACKAGED COMPONENTS
Automatic Dispensing Machines: Only use UNITEX approved positive displacement dispensing
machines.
Hand Mixing: Premeasure equal parts by volume of component A and component B in two separate
containers. Use a third container to mix the two components together. Do not use one tapered
container such as a paper cup, filling it half full of A and half full of B. The correct ratio (1:1)
cannot be achieved due to tapered feature of cup. Thoroughly mix for 3 minutes, scraping sides of
container until uniform grey color is achieved. Mix only the amount of epoxy that can be used within
its gel time. Spread mixed epoxy out thin on a hawk to extend gel time. If you pile it up, the gel
time will be shortened due to the greater mass and exotherm.
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Application
TO ANCHOR BOLTS, DOWELS & PINS
Refer to tables below for annular space, embedment depth and edge distances.
Step 1. Drill holes to proper diameter and
length. |
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Step 2. Clean holes with a nylon brush. |
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Step 3. Blow concrete dust from hole with
oil-free compressed air from back forward. |
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Step 4. After uniform color is achieved,
static mixer should be placed in back of hole. Start extruding epoxy while pulling
static mixer out, filling hole half full. Rotate the bolt slightly as it is inserted
to the back of the hole. |
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TO SET PORTS & CAPSEAL CRACKS: Select PRO-POXY 300 or 300 FAST according to the desired gel
time. PRO-POXY 300 provides longer working time. PRO-POXY 300 FAST should be selected for cooler
weather applications and when faster setup of capseal is desired. Dab a small amount of epoxy to
the back of a port and carefully center port over the crack. A centering nail may be helpful. Do
not apply so much epoxy to back of port that it could close off the hole. After setting port,
carefully butter the shoulder of the port and extend epoxy to 1/2 in./1.28 cm on either side of
the crack. Continue placement of epoxy by buttering crack between ports. To avoid leaks under
pressure, the epoxy should be applied to approx. 1/4 in./.64 cm. thick. Do not place epoxy once
it starts curing or getting hot or sticky, as this will compromise capseal and cause leaking. Once
epoxy is placed, it should not be disturbed during the curing process. Cure time depends on air
temperature and mass of epoxy. Normally a minimum of 2 hrs. is necessary for PRO-POXY 300 FAST and
4-6 hrs. for PRO-POXY 300 to fully cure at 73°F ?°/23°C. Capseal must be fully cured
prior to injection repair of crack.
TO BOND IRREGULAR SURFACES: Apply the mixed PRO-POXY 300 or 300 FAST to the prepared
substrates. Work into the substrate for positive adhesion. Secure or clamp the bonded surfaces
firmly into place until the epoxy has cured. Glue line should not exceed 1/8 in./.32 cm.
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Limitations
- Minimum substrate temperature is 40°F/5°C
- Do not thin. Solvents will prevent proper cure.
- Use dried aggregate only.
- Minimum age of concrete must be 3-7 days, depending on curing and drying
conditions.
- PRO-POXY 300 and 300 FAST are vapor barriers when cured.
- Do not allow mixed epoxy to reside in static mixing head or mixer for more
than 5 minutes or gelation and blockage may result.
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Cleanup
EQUIPMENT: Uncured material can be removed with Unitex CITRI-CLEAN or other
approved solvent. Cured material can only be removed mechanically.
MATERIAL: Collect with absorbent material. Flush area with water. Dispose of in
accordance with local, state and federal disposal regulations.
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First Aid
EYE CONTACT: Flush immediately with water for at least 15 minutes. Contact physician
immediately.
RESPIRATORY CONTACT: Remove person to fresh air.
SKIN CONTACT: Remove any contaminated clothing. Remove epoxy immediately with a dry cloth or
paper towel. Solvents should not be used as they carry the irritant into the skin. Wash skin
thoroughly with soap and water.
CURED EPOXY RESINS ARE INNOCUOUS.
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Cautions
- Component A: Irritant
- Component B: Corrosive
- Product is a strong sensitizer. Use of safety goggles and chemical resistant gloves
are recommended.
- Use of a NIOSH/MSHA organic vapor respirator is recommended if ventilation is
inadequate.
- Avoid breathing vapors.
- Avoid skin contact.
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Allowable Anchor Spacing and Edge Distance*
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Full Anchor Capacity Critical Distance (Ccr) |
Reduced Anchor Capacity Distance (Cmin) |
Reduction Factor |
| SPACING BETWEEN ANCHORS |
24 D |
8 D |
0.90 |
| EDGE DISTANCE: |
TENSION LOADS |
12 D |
See following chart |
See following chart |
| SHEAR LOADS THREADED ROD |
12 D |
4 D |
0.21 |
| SHEAR LOADS SMOOTH DOWELS |
12 D |
4 D |
0.21 |
| SHEAR LOADS REBAR |
16 D |
4 D |
0.15 |
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Allowable Shear Values for Threaded Rod in 2000 psi Concrete*
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Allowable Steel Strength (lbs) |
| Anchor Diameter (inches) |
Bit Diameter (inches) |
Embedment (inches) |
A36/A307 |
A193 B7 |
300 Series Stainless |
| 3/8 |
7/16 |
3-3/8 |
1080 |
2345 |
1870 |
| 1/2 |
9/16 |
4-1/2 |
1930 |
4170 |
3330 |
| 5/8 |
3/4 |
5-5/8 |
3030 |
6520 |
5220 |
| 3/4 |
7/8 |
6-3/4 |
4360 |
9390 |
6390 |
| 7/8 |
1 |
7-7/8 |
5930 |
12780 |
8680 |
| 1 |
1-1/8 |
9 |
7740 |
16690 |
11340 |
| 1-1/4 |
1-3/8 |
11-1/4 |
12100 |
26070 |
17730 |
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Cure Times for Adhesive Anchors*
| Minimum |
Cure Time |
Minimum Cure Time |
Substrate Temp. |
Pro-Poxy 300 |
Pro-Poxy 300 Fast |
Pro-Poxy 300 |
Pro-Poxy 300 Fast |
| 40°F (5°C) |
F |
48 hrs |
F |
24 hrs |
| 65°F (18°C) |
48 hrs |
36 hrs |
24 hrs |
8 hrs |
| 70°F (21°C) |
36 hrs |
24 hrs |
12 hrs |
2.5 hrs |
| 80°F (27°C) |
24 hrs |
12 hrs |
6 hrs |
2 hrs |
| 100°F (38°C) |
12 hrs |
6 hrs |
4 hrs |
1 hrs |
*1. F indicates PRO-POXY 300 FAST is recommended.
2. Cure Time is time required before epoxy reaches ultimate strength. Minimum
Cure Time is minimum time required before the design or allowable load may be applied.
3. Anchors are to be undisturbed during the minimum cure time.
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Edge Distance for Tension Values for Anchors in Concrete*
Stud Size (inches) |
Minimum Edge Distance (C min) |
Reduction Factor |
| 3/8 |
1-1/2 |
0.70 |
| 1/2 |
1-3/4 |
0.66 |
| 5/8 |
1-3/4 |
0.70 |
| 3/4 |
1-3/4 |
0.70 |
| 7/8 |
3-1/2 |
0.70 |
| 1 |
4 |
0.70 |
| 1-1/4 |
5 |
0.70 |
*1. The listed values are the minimum distances required to obtain the load
values in the tables above. D = anchor diameter. When adjacent anchors are different sizes or
embedments, use the largest value for D.
2. The listed values are the minimum distances at which the anchor can be
installed when load values are adjusted in accordance with reduction factor.
3. Load values in the table are multiplied by the reduction factor when
anchors are installed at the minimum spacing listed. Use linear interpolation for spacing between
critical and minimum distances. Multiple reduction factors for more than one spacing or edge
distance are calculated separately and multiplied.
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Shear and Tension Values for Reinforcing Steel*
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Tension Ultimate Bond Strength (lbs) |
Allowable Shear Strength |
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Concrete Strength (f'c) |
Tension or Shear (lbs) |
| Anchor Diameter (inches) |
Bit Diameter (inches) |
Embedment (inches) |
2500 psi |
4000 psi |
5500 psi |
Grade 40 |
Grade 60 |
| #3 |
1/2 |
3-3/8 |
7080 |
9050 |
11020 |
2200 |
2640 |
| #4 |
5/8 |
4-1/2 |
12300 |
14730 |
17160 |
4000 |
4800 |
| #5 |
3/4 |
5-5/8 |
16000 |
18810 |
21620 |
6200 |
7440 |
| #6 |
1 |
6-3/4 |
39035 |
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8800 |
10560 |
| #7 |
1-1/8 |
7-7/8 |
36740 |
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12000 |
14400 |
| #8 |
1-1/4 |
9 |
42670 |
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15600 |
18720 |
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Ultimate Tension Values for Threaded Rod in Concrete*
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Ultimate Bond Strength in Concrete (f`c) |
Allowable Steel Strength (lbs) |
| Anchor Dia. (inches) |
Bit Dia. (inches) |
Embedment (inches) |
2500 psi |
3000 psi |
4000 psi |
5500 psi |
A36/A307 |
A193 B7 |
300 Series Stainless |
| 3/8 |
7/16 |
1-11/16 |
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5450 |
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2100 |
4550 |
3630 |
| 3/8 |
7/16 |
3-3/8 |
7300 |
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8250 |
9200 |
2110 |
4550 |
3630 |
| 3/8 |
9/16 |
3-3/8 |
9560 |
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2110 |
4550 |
3630 |
| 3/8 |
7/16 |
5-5/8 |
10980 |
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11360 |
11740 |
2110 |
4550 |
3630 |
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| 1/2 |
9/16 |
2-1/4 |
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7495 |
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3750 |
8100 |
6470 |
| 1/2 |
9/16 |
4-1/2 |
10540 |
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11730 |
12920 |
3750 |
8100 |
6470 |
| 1/2 |
11/16 |
4-1/2 |
14640 |
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3750 |
8100 |
6470 |
| 1/2 |
9/16 |
7-1/2 |
14660 |
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17010 |
19360 |
3750 |
8100 |
6470 |
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| 5/8 |
3/4 |
2-13/16 |
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13665 |
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5870 |
12655 |
10130 |
| 5/8 |
3/4 |
5-5/8 |
14800 |
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18870 |
22940 |
5870 |
12655 |
10130 |
| 5/8 |
7/8 |
5-5/8 |
23340 |
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5870 |
12655 |
10130 |
| 5/8 |
3/4 |
9-3/8 |
21560 |
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26260 |
30960 |
5870 |
12655 |
10130 |
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| 3/4 |
7/8 |
3-3/8 |
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17825 |
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8460 |
18220 |
12400 |
| 3/4 |
7/8 |
6-3/4 |
22380 |
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25870 |
29360 |
8460 |
18220 |
12400 |
| 3/4 |
1 |
6-3/4 |
29850 |
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8460 |
18220 |
12400 |
| 3/4 |
7/8 |
11-1/4 |
30320 |
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34340 |
38360 |
8460 |
18220 |
12400 |
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| 7/8 |
1 |
3-15/16 |
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21390 |
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11500 |
24800 |
16860 |
| 7/8 |
1 |
7-7/8 |
43280 |
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11500 |
24800 |
16860 |
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| 1 |
1-1/8 |
4-1/2 |
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27419 |
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15020 |
32400 |
22020 |
| 1 |
1-1/8 |
9 |
55650 |
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15020 |
32400 |
22020 |
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| 1-1/4 |
1-3/8 |
11-1/4 |
77860 |
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23480 |
50610 |
34420 |
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Shear and Tension Values for Smooth Dowels*
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Ultimate Bond Strength (lbs) |
Allowable Steel Strength |
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Tension |
Shear |
Tension |
Shear |
| Dowel Diameter (inches) |
Bit Diameter (inches) |
Embedment (inches) |
3000 psi |
2500 psi |
3000 psi |
2500 psi |
| 1/2 |
9/16 |
4-1/2 |
6040 |
8560 |
3750 |
1930 |
| 5/8 |
3/4 |
5-5/8 |
6760 |
13140 |
5880 |
3030 |
| 3/4 |
7/8 |
6-3/4 |
12000 |
18920 |
8460 |
4360 |
| 7/8 |
1 |
7-7/8 |
14220 |
25720 |
11500 |
5930 |
| 1 |
1-1/8 |
9 |
23280 |
33600 |
15020 |
7740 |
*1. The tabulated shear and tension values are for anchors installed in
normal weight concrete having reached the designated ultimate compressive strength at the time of
installation. Linear interpolation may be used for concrete strengths between those listed.
2. Spacing and edge distance shall be in accordance with appropriate table.
3. Allowable load must be the lesser of the allowable steel strength and that
allowable bond strength. Typically, allowable bond strength is equal to the ultimate bond strength
divided by the safety factor of 4.
4. Allowable loads may be increased by 33-1/3% for short term loading due to
earthquakes or wind.
5. Pro-Poxy 300 Fast is recognized for installation in water-filled or moist
holes, for use in locations subject to severe exterior weathering conditions and for resisting
tension and shear loads due to earthquake and wind.
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Estimating Guide for Number of Holes per 22 oz. Cartridge*
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Hole Depth (inches) |
Rod Size (inches) |
Hole Size (inches) |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
15 |
16 |
17 |
18 |
19 |
20 |
| Threaded Rod in Concrete: |
Number of Holes per Cartridge |
| 3/8 |
7/16 |
192 |
128 |
96 |
77 |
64 |
55 |
48 |
43 |
39 |
35 |
32 |
30 |
28 |
26 |
24 |
23 |
22 |
21 |
20 |
| 1/2 |
9/16 |
136 |
91 |
68 |
55 |
46 |
39 |
34 |
29 |
28 |
25 |
23 |
21 |
19 |
18 |
17 |
16 |
15 |
15 |
14 |
| 5/8 |
3/4 |
70 |
47 |
35 |
28 |
24 |
20 |
18 |
16 |
14 |
13 |
12 |
11 |
10 |
10 |
9 |
9 |
8 |
8 |
7 |
| 3/4 |
7/8 |
56 |
37 |
28 |
23 |
19 |
16 |
14 |
13 |
11 |
10 |
10 |
9 |
8 |
8 |
7 |
7 |
7 |
6 |
6 |
| 7/8 |
1 |
47 |
31 |
24 |
19 |
16 |
12 |
12 |
11 |
10 |
9 |
8 |
8 |
7 |
7 |
6 |
6 |
6 |
5 |
5 |
| 1 |
1-1/8 |
38 |
26 |
19 |
16 |
13 |
11 |
10 |
9 |
8 |
7 |
7 |
6 |
6 |
5 |
5 |
5 |
5 |
4 |
4 |
| 1-1/8 |
1-1/4 |
34 |
23 |
17 |
14 |
12 |
10 |
9 |
8 |
7 |
7 |
6 |
6 |
5 |
5 |
5 |
4 |
4 |
4 |
4 |
| 1-1/4 |
1-3/8 |
29 |
20 |
15 |
12 |
10 |
9 |
8 |
7 |
6 |
6 |
5 |
5 |
5 |
4 |
4 |
4 |
4 |
3 |
3 |
| 1-1/2 |
1-5/8 |
23 |
16 |
12 |
10 |
8 |
7 |
6 |
5 |
5 |
5 |
4 |
4 |
4 |
3 |
3 |
3 |
3 |
3 |
3 |
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Hole Depth (inches) |
Rebar Size (inches) |
Hole Size (inches) |
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 Cartridge |
| No. 3 |
1/2 |
163 |
109 |
82 |
66 |
55 |
47 |
41 |
37 |
33 |
30 |
28 |
26 |
24 |
22 |
21 |
20 |
19 |
18 |
17 |
| No. 4 |
5/8 |
127 |
85 |
64 |
51 |
43 |
37 |
32 |
29 |
26 |
24 |
22 |
20 |
19 |
17 |
16 |
15 |
15 |
14 |
13 |
| No. 5 |
3/4 |
103 |
69 |
52 |
41 |
35 |
30 |
26 |
23 |
21 |
19 |
17 |
16 |
15 |
14 |
13 |
12 |
12 |
11 |
11 |
| No. 6 |
7/8 |
82 |
55 |
41 |
32 |
28 |
24 |
21 |
19 |
17 |
15 |
14 |
13 |
12 |
11 |
11 |
10 |
10 |
9 |
9 |
| No. 7 |
1 |
72 |
48 |
36 |
29 |
24 |
21 |
18 |
16 |
15 |
13 |
12 |
11 |
11 |
10 |
9 |
9 |
8 |
8 |
8 |
| No. 8 |
1-1/8 |
62 |
41 |
31 |
25 |
21 |
18 |
16 |
14 |
13 |
12 |
11 |
10 |
9 |
9 |
8 |
8 |
7 |
7 |
7 |
| No. 9 |
1-3/8 |
31 |
21 |
16 |
13 |
11 |
9 |
8 |
7 |
7 |
6 |
6 |
5 |
5 |
4 |
4 |
4 |
4 |
4 |
3 |
| No. 10 |
1-1/2 |
30 |
20 |
15 |
12 |
10 |
9 |
8 |
7 |
6 |
6 |
5 |
5 |
5 |
4 |
4 |
4 |
4 |
4 |
3 |
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Hole Depth (inches) |
Dowel Size (inches) |
Hole Size (inches) |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
15 |
16 |
17 |
18 |
19 |
20 |
| Smooth Dowel in Concrete: |
Number of Holes per Cartridge |
| 3/4 |
7/8 |
83 |
56 |
42 |
34 |
28 |
24 |
21 |
19 |
17 |
15 |
14 |
13 |
12 |
11 |
11 |
10 |
10 |
9 |
9 |
| 7/8 |
1 |
72 |
48 |
36 |
29 |
24 |
21 |
18 |
16 |
15 |
13 |
12 |
11 |
11 |
10 |
9 |
9 |
8 |
8 |
8 |
| 1 |
1-1/8 |
61 |
41 |
31 |
25 |
21 |
18 |
16 |
14 |
12 |
11 |
10 |
10 |
9 |
8 |
8 |
8 |
7 |
7 |
6 |
| 1-1/4 |
1-3/8 |
50 |
33 |
25 |
20 |
17 |
14 |
13 |
11 |
10 |
9 |
9 |
8 |
7 |
7 |
7 |
6 |
6 |
6 |
5 |
| 1-1/2 |
1-5/8 |
42 |
28 |
21 |
17 |
14 |
12 |
11 |
10 |
9 |
8 |
7 |
7 |
6 |
6 |
6 |
5 |
5 |
4 |
4 |
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PRO-POXY 300 FAST Estimating Guide for Number of Holes per 8.5 oz.
Cartridge
The following chart lists the estimated number of anchors that can be
installed per cartridge. The number of anchors may vary from job to job, depending
upon waste and on site procedures. This guide is for estimates only and does not
supersede engineer specifications.
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Embedment Depth (inches) |
| All Thread in Concrete: |
2 |
3 |
4 |
5 |
6 |
7 |
8 |
9 |
10 |
11 |
12 |
13 |
14 |
15 |
16 |
17 |
18 |
19 |
20 |
All Thread Size (inches) |
Hole Size (inches) |
Number of
Holes per 8.5 oz. Cartridge |
| 3/8 |
7/16 |
74 |
49 |
37 |
30 |
25 |
21 |
19 |
17 |
15 |
14 |
12 |
12 |
11 |
10 |
9 |
9 |
9 |
8 |
8 |
| 1/2 |
9/16 |
53 |
35 |
26 |
21 |
18 |
15 |
13 |
11 |
11 |
10 |
9 |
8 |
7 |
7 |
7 |
6 |
6 |
6 |
5 |
| 5/8 |
3/4 |
27 |
18 |
14 |
11 |
9 |
8 |
7 |
6 |
5 |
5 |
5 |
4 |
4 |
4 |
3 |
3 |
3 |
3 |
3 |
| 3/4 |
7/8 |
22 |
14 |
11 |
9 |
7 |
6 |
5 |
5 |
4 |
4 |
4 |
3 |
3 |
3 |
3 |
3 |
3 |
2 |
2 |
| 7/8 |
1 |
18 |
12 |
9 |
7 |
6 |
5 |
5 |
4 |
4 |
3 |
3 |
3 |
3 |
3 |
2 |
2 |
2 |
2 |
2 |
| 1 |
1-1/8 |
15 |
10 |
7 |
6 |
5 |
4 |
4 |
3 |
3 |
3 |
3 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
| 1-1/8 |
1-1/4 |
13 |
9 |
7 |
5 |
5 |
4 |
3 |
3 |
3 |
3 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
| 1-1/4 |
1-3/8 |
11 |
8 |
6 |
5 |
4 |
3 |
3 |
3 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
1 |
1 |
| 1-1/2 |
1-5/8 |
9 |
6 |
5 |
4 |
3 |
3 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
1 |
1 |
1 |
1 |
1 |
1 |
| Rebar in Concrete: |
|
| Rebar Size |
Hole Size (inches) |
Number of
Holes per 8.5 oz. Cartridge |
| No. 3 |
1/2 |
63 |
42 |
32 |
26 |
21 |
18 |
16 |
14 |
13 |
12 |
11 |
10 |
9 |
9 |
8 |
8 |
7 |
7 |
7 |
| No. 4 |
5/8 |
49 |
33 |
25 |
20 |
17 |
14 |
12 |
11 |
10 |
9 |
9 |
8 |
7 |
7 |
6 |
6 |
6 |
5 |
5 |
| No. 5 |
3/4 |
40 |
27 |
20 |
16 |
14 |
12 |
10 |
9 |
8 |
7 |
7 |
6 |
6 |
5 |
5 |
5 |
5 |
4 |
4 |
| No. 6 |
7/8 |
32 |
21 |
16 |
12 |
11 |
9 |
8 |
7 |
7 |
6 |
5 |
5 |
5 |
4 |
4 |
4 |
4 |
3 |
3 |
| No. 7 |
1 |
28 |
19 |
14 |
11 |
9 |
8 |
7 |
6 |
6 |
5 |
5 |
4 |
4 |
4 |
3 |
3 |
3 |
3 |
3 |
| No. 8 |
1-1/8 |
24 |
16 |
12 |
10 |
8 |
7 |
6 |
5 |
5 |
5 |
4 |
4 |
3 |
3 |
3 |
3 |
3 |
3 |
3 |
| No. 9 |
1-3/8 |
12 |
8 |
6 |
5 |
4 |
3 |
3 |
3 |
3 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
1 |
| No. 10 |
1-1/2 |
12 |
8 |
6 |
5 |
4 |
3 |
3 |
3 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
1 |
| Dowel in Concrete: |
|
| Dowel Size |
Hole Size (inches) |
Number of
Holes per 8.5 oz. Cartridge |
| 3/4 |
7/8 |
32 |
22 |
16 |
13 |
11 |
9 |
8 |
7 |
7 |
6 |
5 |
5 |
5 |
4 |
4 |
4 |
4 |
3 |
3 |
| 7/8 |
1 |
28 |
19 |
14 |
11 |
9 |
8 |
7 |
6 |
6 |
5 |
5 |
4 |
4 |
4 |
3 |
3 |
3 |
3 |
3 |
| 1 |
1-1/8 |
24 |
16 |
12 |
10 |
8 |
7 |
6 |
5 |
5 |
4 |
4 |
4 |
3 |
3 |
3 |
3 |
3 |
3 |
2 |
| 1-1/4 |
1-3/8 |
19 |
13 |
10 |
8 |
7 |
5 |
5 |
4 |
4 |
3 |
3 |
3 |
3 |
3 |
3 |
2 |
2 |
2 |
2 |
| 1-1/2 |
1-5/8 |
16 |
11 |
8 |
7 |
5 |
5 |
4 |
4 |
3 |
3 |
3 |
3 |
2 |
2 |
2 |
2 |
2 |
2 |
2 |
|
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 |
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