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Pro-Poxy 300, Pro-Poxy 300 Fast

 

PRO-POXY 300
PRO-POXY 300 FAST

Non-sag, injectable anchoring epoxy


 

 

 

            DOWNLOADS:





Download the MSDS for PRO-POXY 300 or PRO-POXY 300 Fast

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.

 

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 ICC-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

 

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

Download ICC-ES report
Download Metric Supplement
Link to PRO-POXY 300 Test Data
Link to PRO-POXY 300 Fast Test Data

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 - grey
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

 

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

 

Packaging

8.5 oz./250 ml cartridges

14 oz/400 ml cartridges

22 oz./600 ml cartridges

51 oz/1500 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

 

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.

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.

 

Step 2.
Clean holes with a nylon brush.

 

Step 3.
Blow concrete dust from hole with oil-free compressed air from back forward.

 

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.

 

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.

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.

Cleanup

EQUIPMENT: Uncured material can be removed with Unitex CITRUS CLEANER 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.

Allowable Anchor Spacing and Edge Distance*

 

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

Allowable Shear Values for Threaded Rod in 2000 psi Concrete*

 

 

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

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.

 

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.

Shear and Tension Values for Reinforcing Steel*

 

Tension Ultimate Bond Strength (lbs)

Allowable Shear Strength

 

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

 

 

8800

10560

#7

1-1/8

7-7/8

36740

 

 

12000

14400

#8

1-1/4

9

42670

 

 

15600

18720

Ultimate Tension Values for Threaded Rod in Concrete*

 

 

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

 

5450

 

 

2100

4550

3630

3/8

7/16

3-3/8

7300

 

8250

9200

2110

4550

3630

3/8

9/16

3-3/8

9560

 

 

 

2110

4550

3630

3/8

7/16

5-5/8

10980

 

11360

11740

2110

4550

3630

1/2

9/16

2-1/4

 

7495

 

 

3750

8100

6470

1/2

9/16

4-1/2

10540

 

11730

12920

3750

8100

6470

1/2

11/16

4-1/2

14640

 

 

 

3750

8100

6470

1/2

9/16

7-1/2

14660

 

17010

19360

3750

8100

6470

5/8

3/4

2-13/16

 

13665

 

 

5870

12655

10130

5/8

3/4

5-5/8

14800

 

18870

22940

5870

12655

10130

5/8

7/8

5-5/8

23340

 

 

 

5870

12655

10130

5/8

3/4

9-3/8

21560

 

26260

30960

5870

12655

10130

3/4

7/8

3-3/8

 

17825

 

 

8460

18220

12400

3/4

7/8

6-3/4

22380

 

25870

29360

8460

18220

12400

3/4

1

6-3/4

29850

 

 

 

8460

18220

12400

3/4

7/8

11-1/4

30320

 

34340

38360

8460

18220

12400

7/8

1

3-15/16

 

21390

 

 

11500

24800

16860

7/8

1

7-7/8

43280

 

 

 

11500

24800

16860

1

1-1/8

4-1/2

 

27419

 

 

15020

32400

22020

1

1-1/8

9

55650

 

 

 

15020

32400

22020

1-1/4

1-3/8

11-1/4

77860

 

 

 

23480

50610

34420

 

 

Shear and Tension Values for Smooth Dowels*

 

Ultimate Bond Strength (lbs)

Allowable Steel Strength

 

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.

Estimating Guide for Number of Holes per 22 oz. Cartridge*

 

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

 

 

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

 

 

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

 

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.

 

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

 

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.

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.





 
Epoxy Polymer Extends Life For World's Longest Covered Bridge It’s a smoother and safer ride for motorists crossing over the Hartland Covered Bridge in Hartland, New Brunswick, Canada—the world’s longest covered bridge. The bridge deck has been covered with an epoxy polymer overlay from Unitex.

 
 
by Shawn Merrithew Bridge closed again, repairs continue ... She said the polymer should enhance the 107-year-old bridge's lifespan. Developed by Unitex Chemicals, the epoxy polymer overlay is more flexible and more corrosion-resistant than asphalt, says Unitex president John Grissinger...

 
 
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