PLATFORM APPLICATIONS

SELECTFORCE® AND FIBERFORCE® HDPE PLASTIC LUMBER PRODUCTS TECHNICAL MANUAL for DECKING / BOARDWALK / PLATFORM APPLICATIONS 2424 ARMOUR ROAD WORTHINGT...
47 downloads 2 Views 294KB Size
SELECTFORCE® AND FIBERFORCE® HDPE PLASTIC LUMBER PRODUCTS TECHNICAL MANUAL for DECKING / BOARDWALK / PLATFORM APPLICATIONS

2424 ARMOUR ROAD WORTHINGTON, MN 56187 1-800-721-9037 WEBSITE WWW.PLASTICBOARDS.COM

PREPARED BY: BGO P/N: TL10001 REVISION: (E) 4/2015

TABLE OF CONTENTS SELECTFORCE® HDPE PLASTIC LUMBER PRODUCTS 2. TABLE OF CONTENTS 3. SELECTFORCE® PRODUCT SUMMARY 4. SELECTFORCE® MOLDED PROCESS TECHNICAL DATA SHEET 5. SELECTFORCE® MOLDED PROCESS DECKING SPAN TABLES 6. SELECTFORCE® MOLDED PROCESS SIZE CHART 7. SELECTFORCE® CONTINUOUS EXTRUDED PROCESS TECHNICAL DATA SHEET 8. SELECTFORCE® CONTINUOUS EXTRUDED PROCESS DECKING SPAN TABLES 9. SELECTFORCE® CONTINUOUS EXTRUDED PROCESS SIZE CHART 10. SELECTFORCE® INSTALLATION GUIDE

FIBERFORCE® HDPE PLASTIC LUMBER PRODUCTS 11. FIBERFORCE® PRODUCT SUMMARY 12. FIBERFORCE® MOLDED PROCESS TECHNICAL DATA SHEET 13. FIBERFORCE® MOLDED PROCESS DECKING SPAN TABLES 122°F 14. FIBERFORCE® MOLDED PROCESS DECKING SPAN TABLES 78°F 15. CUSTOM FIBERFORCE® MOLDED PROCESS DECKING SPAN TABLES 122°F 16. FIBERFORCE® SPAN TABLES JOIST 120° 12” CENTER DISTANCE 17. FIBERFORCE® SPAN TABLES JOIST 120° 12” CENTER DISTANCE 18. FIBERFORCE® SPAN TABLES JOIST 120° 12” CENTER DISTANCE 19. FIBERFORCE® SPAN TABLES JOIST 120° 16” CENTER DISTANCE 20. FIBERFORCE® SPAN TABLES JOIST 120° 16” CENTER DISTANCE 21. FIBERFORCE® SPAN TABLES JOIST 120° 16” CENTER DISTANCE 22. FIBERFORCE® SPAN TABLES JOIST 120° 24” CENTER DISTANCE 23. FIBERFORCE® SPAN TABLES JOIST 120° 24” CENTER DISTANCE 24. FIBERFORCE® SPAN TABLES JOIST 120° 24” CENTER DISTANCE 25. FIBERFORCE® MOLDED PROCESS SIZE CHART 26. FIBERFORCE® INSTALLATION GUIDE

Updated 4/20/15 2

SELECTFORCE® recycled plastic product utilizes high quality HDPE (High Density Polyethylene) and color stabilizers to manufacture a high performance product. The material used to manufacture our product comes primarily from post consumer waste such as milk jugs, detergent bottles. This material is shredded and blended with additives to create a strong end product. SELECTFORCE® plastic products are available in many different profiles and many proprietary and non-proprietary parts. SELECTFORCE® is available in variable lengths and comes standard in black. Other colors are available and custom color formulations are available upon request. Color stabilizers minimize color fading over the life of the product. SELECTFORCE® is a cost effective alternative to products such as wood or composite materials. Due to low maintenance costs. It does not have to be painted, stained or treated and will not rot or splinter. Cleaning consists of soap and water then rinse. The cost savings only increases over time. Basic Uses SELECTFORCE® has been used for many applications and is best suited where low load bearing is required. Our FIBERFORCE® product line is the choice for more structural and heavy load applications. Some of the more common uses have been benches, outdoor furniture, decking, docks, board walks, parking curbs, trim work, signs and playground equipment.

3

HARD TOOL (MOLDED) PROCESS SELECTFORCE® PLASTIC LUMBER SPECIFICATIONS DESCRIPTION: Plastic lumber shall be manufactured with recycled HDPE. Lumber shall be molded in one piece per specified size. All materials will have UV additives to prevent deterioration of the plastic lumber from exposure to UV light. HDPE will be made up of a minimum of 95% recycled material; both post industrial and post consumer. Finished plastic lumber will not rot, split, crack or splinter for a minimum of 50 years. It shall be resistant to termites, marine borers, salt spray, oil, and fungus.

ENGLISH TEST

ASTM TEST

VALUE

METRIC

UNITS

VALUE

UNITS

Flexural Strength

D6109

1355

PSI

95

Kg/cm²

Flexural Modulus Secant @ 1% strain

D6109

95939

PSI

6744

Kg/cm²

Compression Strength (parallel to grain)

D6108

1420

PSI

100

Kg/cm²

Compression Modulus (parallel to grain)

D6108

51000

PSI

3585

Kg/cm²

Compression Strength (perpendicular to grain)

D6108

650

PSI

45

Kg/cm²

Specific Gravity

D6111

53.7

Lbs./ft3

0.861

Flash Point

644

Deg F°

340

Deg C°

Moisture Absorption

0.06

% by Weight

0.06

% by Weight

293

Kg

Thermal Expansion

D6341

0.000055

Average Screw pull out

D6117

646

Static coefficient of Friction-Dry

D2394

.48

Static coefficient of Friction-Wet

D2394

.40

Sliding coefficient of Friction-Dry

D2394

.22

Sliding coefficient of Friction-Wet

D2394

.43

g/cc

Inch/Inch/Deg F° Lbs

MECHANICAL PROPERTIES: FACE WIDTH

4”

6”

8”

10”

12”

Tolerance (+/-)

3/32”

1/8”

3/16”

1/4”

1/4”

DIMENSIONAL TOLERANCES: CUP/BULDGE TOLERANCES-deviation in the face from a straight line from edge to edge of piece. LENGTH TOLERANCE = + 3” / -0” - MEASURED AT 70° DEG F SDS Sheets (formerly known as MSDS Sheets) available upon request. The technical data on this page represents only average values and not minimum values. Safety factors must be added into the design. See the Bedford Technology plastic lumber design guide for specifics. 4

HARD TOOL (MOLDED) PROCESS SELECTFORCE® PLASTIC LUMBER SPAN TABLES 122 °F DECKING MODE 150 LBS/SQ FOOT LIVE LOAD

60 LBS/SQ FOOT LIVE LOAD

ACTUAL SIZE MAXIMUM SPAN

ACTUAL SIZE MAXIMUM SPAN

SIZE

THICKNESS INCHES

FT

SIZE

THICKNESS INCHES

FT

5/4X4,6,8

1.125

17.5

1.5

5/4X4,6,8

1.125

13.1

1.1

2X4,6,8,10,12 ,24

1.5

23.1

1.9

2X4,6,8,10,12 ,24

1.5

17.4

1.5

3X4,6,8,10,12

2.4

36.3

3

3X4,6,8,10,12

2.4

27.6

2.3

4X4,6,8,10,12

3.4

50.4

4.2

4X4,6,8,10,12

3.4

38.7

3.2

5X5

4.4

63.9

5.3

5X5

4.4

49.7

4.1

6X6,8,12

5.4

77

6.4

6X6,8,12

5.4

60.5

5.0

85 LBS/SQ FOOT LIVE LOAD ACTUAL SIZE MAXIMUM SPAN

SIZE

THICKNESS INCHES

FT

5/4X4,6,8

1.125

15.7

1.3

2X4,6,8,10,12 ,24

1.5

20.8

1.7

3X4,6,8,10,12

2.4

32.8

2.7

4X4,6,8,10,12

3.4

45.8

3.8

5X5

4.4

58.4

4.9

6X6,8,12

5.4

70.6

5.9

(SEATING) 200 LBS/SQ FOOT LIVE LOAD

100 LBS/SQ FOOT LIVE LOAD

ACTUAL SIZE MAXIMUM SPAN

ACTUAL SIZE MAXIMUM SPAN

SIZE

THICKNESS INCHES

FT

SIZE

THICKNESS INCHES

FT

5/4X4,6,8

1.125

14.9

1.2

5/4X4,6,8

1.125

11.9

1.0

2X4,6,8,10,12 ,24

1.5

19.8

1.6

2X4,6,8,10,12 ,24

1.5

15.9

1.3

3X4,6,8,10,12

2.4

31.3

2.6

3X4,6,8,10,12

2.4

25.2

2.1

4X4,6,8,10,12

3.4

43.7

3.6

4X4,6,8,10,12

3.4

35.5

3.0

5X5

4.4

55.8

4.7

5X5

4.4

45.6

3.8

6X6,8,12

5.4

67.7

5.6

6X6,8,12

5.4

55.6

4.6

Chart for ambient 122° F For use with live load only; for dead loads please consult factory 5

HARD TOOL (MOLDED) PROCESS SELECTFORCE® RECYCLED PLASTIC LUMBER SIZE CHART LUMBER SIZE

ACTUAL DIMENSIONS

LONGEST LENGTH AVAILABLE FEET

WEIGHT LBS PER FOOT

2 1/2” Round

2.25” Diameter

8

1.6

4” Round

3.9” Diameter

12

4.4

6” Round

5.9” Diameter

16

9.8

9” Round

8.3” Diameter

20

20.2

10” Round

9.8” Diameter

24

26.2

5/4” x 4”

1.1” x 3 1/2”

8

1.4

5/4” x 6”

1.1” x 5 1/2”

12

2.2

5/4” x 8”

1.1” x 7 1/2”

12

2.9

2” x 2”

1 1/2” x 1 1/2”

8

0.9

2” x 3”

1 1/2” x 2 1/2”

8

1.5

2” x 4” & Bull Nose

1 1/2” x 3 1/2”

16/12

2

2” x 6”

1 1/2” x 5 1/2”

16

3.2

2” x 7” True Sq. Corner

2” x 7”

16

5.1

2” x 8”

1 1/2” x 7 1/2”

18

3.9

2” x 10”

1 1/2” x 9 3/8”

16

5

2” x 12”

1 1/2” x 11 1/4”

16

6

2” x 24”

1 15/16” x 24”

10

12.8

3” x 4” & Bull Nose

2 1/2” x 3 1/2”

16

3.1

3” x 6”

2 1/2” x 5 1/2”

12

4.7

3” x 8” & Bull Nose

2 1/2” x 7 1/2”

19/16

6.5

3” x 10”

2 1/2” x 9 3/8”

16

8.1

3” x 12”

2 1/2” x 11 1/4”

16

10

4” x 4”

3 1/2” x 3 1/2”

16

4.4

4” x 4” True

4” x 4”

16

5.4

4” x 6”

3 1/2” x 5 1/2”

20

6.7

4” x 8”

3 1/2” x 7 1/2”

16

9.1

4” x 10”

3 1/2” x 9 1/2”

20

11.5

4” x 12”

3 1/2” x 11 1/4”

20

13.8

5” x 5”

4 1/2” x 4 1/2”

16

7

6” x 6”

5 3/8” x 5 3/8”

20

9.7

6” x 8”

5 1/2” x 7 1/2”

20

15.2

6” x 10”

5 1/2” x 9 3/8”

20

19.5

6’ x 12’

5 1/2” x 11 1/4”

20

22

8” x 8”

7 1/2” x 7 1/2”

24

20

8” x 10”

7 1/2” x 9 3/8”

18

26

8” x 12”

7 1/2” x 11 3/8”

24

31

Heavy Duty Parking Curb

6.5” x 4.5” tall

8

8.8

Parking Curb

6” x 4” tall

8

5.9

Speed Bump

2” tall x 10”

8

4.2

6

CONTINUOUS EXTRUDED (CE) PROCESS SELECTFORCE® PLASTIC LUMBER SPECIFICATIONS DESCRIPTION: Plastic lumber shall be manufactured with recycled HDPE. Lumber shall be molded in one piece per specified size. All materials will have UV additives to prevent deterioration of the plastic lumber from exposure to UV light. HDPE will be made up of a minimum of 95% recycled material; both post industrial and post consumer. Finished plastic lumber will not rot, split, crack or splinter for a minimum of 50 years. It shall be resistant to termites, marine borers, salt spray, oil, and fungus.

ENGLISH TEST

ASTM TEST

VALUE

UNITS

METRIC VALUE

UNITS

Flexural Strength

D6109

1350

PSI

95

Kg/cm²

Flexural Modulus Secant @ 1% strain

D6109

79000

PSI

5554

Kg/cm²

Compression Strength (parallel to grain)

D6108

1030

PSI

72

Kg/cm²

Compression Modulus (parallel to grain)

D6108

39400

PSI

2770

Kg/cm²

Compression Strength (perpendicular to grain)

D6108

390

PSI

27

Kg/cm²

Specific Gravity

D6111

41.5

Lbs./ft3

0.67

g/cc

644

Deg F°

340

Deg C°

Flash Point Thermal Expansion

D6341

0.000058

Inch/Inch/Deg F°

Average Screw Pull Out

D6117

511

Lbs

232

Kg

Average Nail Pull Out

D6117

145

Lbs

66

Kg

Static Coefficient of Friction- Dry Plain Surface

C1028

.37

Static coefficient of Friction—Wet Plain Surface

C1028

.46

Static Coefficient of Friction- Dry Wood Grain Embossed Surface

C1028

.51

Static coefficient of Friction—Wet Wood Grain Embossed Surface

C1028

.55

SDS Sheets (formerly known as MSDS Sheets) available upon request.

GENERAL DIMENSIONAL TOLERANCES: +/- 0.050” CUP/BULDGE TOLERANCES: +/- 0.050” LENGTH TOLERANCE = + 3” / -0” - MEASURED AT 70° DEG F The technical data on this page represents only average values and not minimum values. Safety factors must be added into the design.

7

CONTINUOUS EXTRUDED (CE) PROCESS SELECTFORCE® PLASTIC LUMBER SPAN TABLES 122 °F DECKING MODE 150 LBS/SQ FOOT LIVE LOAD

60 LBS/SQ FOOT LIVE LOAD

ACTUAL SIZE MAXIMUM SPAN

ACTUAL SIZE MAXIMUM SPAN

SIZE

THICKNESS INCHES

FT

SIZE

THICKNESS INCHES

FT

1 x 3.5,5.5,7.5,9.5

1.0

14.2

1.2

1 x 3.5,5.5,7.5,9.5

1.0

10.6

0.9

1.25 x 5.5,9.5

1.25

17.5

1.5

1.25 x 5.5,9.5

1.25

13.1

1.1

2 x 2,3,4,6,8,10,12

1.5

21.0

1.8

2 x 2,3,4,6,8,10,12

1.5

15.8

1.3

2 x 2 TRUE

2.0

27.6

2.3

2 x 2 TRUE

2.0

20.9

1.7

3 x 4,10

2.5

34.3

2.9

3 x 4,10

2.5

26.1

2.2

4 x 4,6

3.5

47.1

3.9

4 x 4,6

3.5

36.2

3.0

85 LBS/SQ FOOT LIVE LOAD ACTUAL SIZE MAXIMUM SPAN

SIZE

THICKNESS INCHES

FT

1 x 3.5,5.5,7.5,9.5

1.0

12.7

1.1

1.25 x 5.5,9.5

1.25

15.7

1.3

2 x 2,3,4,6,8,10,12

1.5

18.9

1.6

2 x 2 TRUE

2.0

24.9

2.1

3 x 4,10

2.5

31.0

2.6

4 x 4,6

3.5

42.8

3.6

(SEATING) 200 LBS/SQ FOOT LIVE LOAD

100 LBS/SQ FOOT LIVE LOAD

ACTUAL SIZE MAXIMUM SPAN

ACTUAL SIZE MAXIMUM SPAN

SIZE

THICKNESS INCHES

FT

SIZE

THICKNESS INCHES

FT

1 x 3.5,5.5,7.5,9.5

1.0

12.0

1.0

1.25 x 5.5,9.5

1.25

15.0

1.2

1.25 x 5.5,9.5

1.25

12.0

1.0

2 x 2,3,4,6,8,10,12

1.5

18.0

1.5

2 x 2,3,4,6,8,10,12

1.5

14.4

1.2

2 x 2 TRUE

2.0

23.7

2.0

2 x 2 TRUE

2.0

19.0

1.6

3 x 4,10

2.5

29.5

2.5

3 x 4,10

2.5

22.9

1.9

4 x 4,6

3.5

40.8

3.4

4 x 4,6

3.5

32.2

2.7

Chart for ambient 122° F For use with live load only; for dead loads please consult factory 8

CONTINUOUS EXTRUDED (CE) PROCESS SELECTFORCE® RECYCLED PLASTIC LUMBER SIZE CHART LUMBER SIZE

ACTUAL DIMENSIONS

WEIGHT LBS PER FOOT

LUMBER SIZE

ACTUAL DIMENSIONS

WEIGHT LBS PER FOOT

6” Round True

6.0” Diameter

8.8

2” x 2”

1.5”x1.5”

0.65

1/2” x 1 1/2”

0.5”x1.49”

0.22

2” x 2” True

2.0”x2.0”

1.2

1/2” x 2 1/2”

0.5”x2.45”

0.37

2” x 3”

1.5”x2.5”

1.1

1/2” x 6”

0.5”x5.96”

0.87

2” x 4”

1.5”x3.5”

1.5

1/2” x 8”

0.5”x7.96”

1.2

2” x 6”

1.5”x5.5”

2.4

1/2” x 9 1/2”

0.5”x9.46”

1.4

2” x 6” Tongue & Groove

1.5”x5.0”

2.2

5/8” x 12 3/16”

0.63”x12.18”

2.2

2” x 8”

1.5”x7.5”

3.3

5/8” x 18”

0.63”x18.03”

3.3

2” x 10”

1.5”x9.5”

4.1

5/8” x 24”

0.63”x24.03”

4.4

3” x 4”

2.48”x3.5”

2.6

3/4” x 1 3/4”

0.75”x1.75”

0.38

3” x 4” Bullnose

2.55”x3.5”

2.4

3/4” x 2 5/8”

0.75”x2.63”

0.57

4” x 4”

3.52”x3.52”

3.6

3/4” x 2 3/4”

0.75”x2.75”

0.60

4” x 6”

3.52”x5.52”

5.6

3/4” x 3 1/2”

0.75”x3.50”

0.77

5 1/4” x 5 1/4” TRUE

5.3”x5.3”

8.0

3/4” x 5 1/2”

0.75”x5.50”

1.3

6” x 6”

5.5”x5.5”

8.8

3/4” x 6” Tongue & Groove

0.75”x6.0”

1.3

1” x 2” True

1.0”x2.0”

0.58

1” x 3 1/2”

1.0”x3.50”

1.0

1” x 5 1/2”

1.0”x5.50”

1.6

1” x 5 1/2” Groove & Groove

1.0”x5.47”

1.6

1” x 7 1/2”

1.0”x7.50”

2.2

1” x 9 1/2”

1.0”x9.50”

2.8

1” x 12” True

1.0”x12.0”

3.5

1 1/4” x 5 1/2”

1.25”x5.50”

2.0

1 1/4” x 9 1/2”

1.25”x9.50”

3.5

1 1/2” x 9 1/4”

1.5”x9.25”

4.0

9

SELECTFORCE® PLASTIC PRODUCT INSTALLATION GUIDE 1. Structural Ability SELECTFORCE® plastic is not recommended for structural use; therefore, the substructure must be constructed of FIBERFORCE®, or another structural grade material. Due to its increased flexibility (as compared to wood), SELECTFORCE® plastic lumber requires more support. Please refer to span tables to determine support requirements based on live load and ambient temperature.

2. Expansion/Contraction SELECTFORCE® plastic expands and contracts along its length. A 10’ (3.048m) length will expand and contract up to 3/8” (1cm). Due to this fact, SELECTFORCE® plastic should be run along the shortest length with the joist running the long direction. Example: An 8’x16’ (2.44cm x 4.88cm) deck should use 8’ (2.44m) SELECTFORCE® plastic over joists running the 16’ (4.88m) length. These joists are normally divided into 2– 8’x8’ (2-2.44m x 2.44m) sections with a header between them. Also, lighter colors do not heat up as much in sunlight and are therefore preferable when installing in a sunny location.

3. Fastening To withstand the expansion and contraction as well as to maintain a long lasting, beautiful looking deck, stainless steel deck screws should be used, preferably #10 x 2 1/2 (#10 x 6.5cm) or 3” (7.5cm) long, square drive stainless steel deck screws. Each deck board should be fastened with at least 2 screws per joist. Screws must be pre-drilled and should be counter-sunk. Also, coating the screws with a lubricant, such as a silicone caulk, or soap will ease installation. All screws should be a minimum of 3/4” (2cm) from the edge or end of the board.

4. Butt Joints When butting SELECTFORCE® plastic lumber against any wall, fixed surface or other boards (if necessary), they should be securely fastened to the nailer or double joist with a gap allowing for expansion. The size of gap should be determined based on weather conditions at the time of installation—the closer the temperature is to the usual high temperature for the year, the smaller the gap. (See chart below). The project should be designed to minimize the butt joints. However, in the event that joints are required, a double joist underneath the butt joint should be used. Boards should be securely fastened with a row of screws on each side of the joint 1” (2.5cm) from end of the board. Always keep deck boards out 3/8” (1cm) from permanent structure.

Temperature at time of installation

Gap between butt ends

Greater then or equal to 90° F (32° C)

1/16” (1.5mm) or less

70° F (21° C)

1/8” (3mm)

50° F (10° C)

1/4” (6mm)

Less than 30° F (-1° C)

3/8” (1cm)

10. Rip Cutting Rip cutting is not recommended on any plastic lumber. In the event that rip cutting is needed please refer to the following example. Example, if a 4” (10cm) board is needed, 3/4” (2cm) should be ripped off of both sides of a 5-1/2” (14cm) board.

Should there be any questions regarding these instructions, please contact your sales representative for more details. Failure to follow these instructions will void all warranties. * Note: Information in parenthesis is a metric conversion of the English representation

10

FIBERFORCE® is high performance structural products consisting of high quality HDPE (High Density Polyethylene) and fiberglass to increase strength and rigidity in the product. The HDPE used to manufacture FIBERFORCE® is primarily derived from post consumer products. FIBERFORCE® is manufactured in many different profiles and lengths. FIBERFORCE® is resistant to marine borers, termites, fungus, salt and oils so replacement due to these elements is nearly nonexistent. Basic Uses FIBERFORCE® is proven for use in structural applications where a wider span, dimensional stability, increased strength or stiffness is required. Due to the increased strength and resistance to environmental elements, FIBERFORCE® is well suited for exterior applications where structural support or load bearing is required. Examples of applications are: retaining walls, fencing, decking, joist, post, large equipment mats, light commercial and many marine applications.

11

FIBERFORCE® PLASTIC LUMBER SPECIFICATIONS DESCRIPTION: Structural plastic lumber shall be manufactured with HDPE and fiberglass elements to act as a reinforcement with HDPE. Lumber shall be molded in one piece per specified size. All materials will have UV additives to prevent deterioration of the plastic lumber from exposure to UV light. HDPE will be made up of recycled material; both post industrial & post consumer, excluding additives and colorants. Finished plastic lumber will not rot, split, crack or splinter for a minimum of 50 years. It shall be resistant to termites, marine borers, salt spray, oil and fungus. ENGLISH Test

METRIC

ASTM Test

Value

Units

Value

Units

Flexural Strength

D6109

2750

PSI

193

Kg/cm²

Flexural Modulus Secant @ 1% strain

D6109

306080

PSI

21520

Kg/cm²

Compression Strength Parallel to grain

D6108

2842

PSI

200

Kg/cm²

Compression Strength Perpendicular to grain

D6108

1482

PSI

104

Kg/cm²

Compression Modulus Strength Parallel to grain—Secant at 1% strain

D6108

159576

PSI

11219

Kg/cm²

Compression Modulus Strength Perpendicular to grain—Secant at 1% strain

D6108

54119

PSI

3804

Kg/cm²

Specific Gravity

D6111

0.93

g/cc

0.93

g/cc

644

Deg F

340

Deg C

0.06

% by Weight

Flash Point Moisture Absorption

0.06

% by Weight

D6341-98

0.000033

Inch / Inch / Deg F

Average Screw pull out

D6117

646

Lbs

293

Kg

Static Coefficient of Friction—Dry

D2394

.53

Static Coefficient of Friction—Wet

D2394

.51

Sliding Coefficient of Friction—Dry

D2394

.23

Sliding Coefficient of Friction– Wet

D2394

.51

E84

62

Thermal Expansion

Flame Spread Flame Spread Classification

E84

60

Smoke Developed

E84

230

Smoke Developed Classification

E84

250

Spontaneous Ignition

D1929

824

Deg F

440

Deg C

Tensile test (skin)

D638

3623

PSI

254

Kg/cm²

Shear Strength

D2344

800

PSI

56

Kg/cm²

Notched impact resistance Method A

D256

2.77

Ft * LB / IN

Abrasion resistance

D4060

Suggest Documents