 |
|
|
TEST REPORTS
| Flammability
Tests |
| ASTM
TEST REFERENCE/EQUIV. |
TEST
DESCRIPTION |
RATING/RESULT |
NOTES/CODES
CITED |
ASTM
E-648-93a
NFPA No. 253
|
CRITICAL
RADIANT HEAT
FLUX
(RADIANT PANEL)
|
CLASS
1
(MIN. 0.45 WATTS PER SQ.CM.)
|
ALL SPECIMENS MET EXCEEDED THE 0.45 MINIMUM.
SUITABLE FOR USE IN HEALTH CARE CENTERS, CHILD CARE CENTERS,
HOTELS, DORMITORIES AND APARTMENTS. COMPARE TO 0.48 WATTS
(CLASS II) REPORTED BY LEADING OAK MANUFACTURER.
|
ASTM
E-84-91a
ANSVNFPA No. 255
UBC No. 8-1
UL No. 723
|
FLAME
SPREAD/SMOKE DENSITY |
NFPA
CLASS C
UBC CLASS III
FLAME SPREAD: 110
SMOKE DENSITY: 135
|
LIFE
SAFETY CODE, 1994;
NATIONAL FIRE PROTECTION ASSOCIATION ANSVNFPA NO. 101;
UNIFORM BUILDING CODE, 1984 EDITION, CHAPTER 8 SEC.
801-807
|
ASTM
E-662-93
NFPA No. 258
|
SMOKE
DENSITY NBS CHAMBER (SPECIFIC OPTICAL DENSITY OF SMOKE
GENERATED) |
FLAMING:
UNDER 150
NON-FLAMING: UNDER 280
|
NON-FLAMING MODE RESULTS CONSIDERABLY LOWER THAN LEADING
OAK MANUFACTURER
|
| Surface
Tests |
ASTM
D-4060-90 |
FALLING
SAND ABRASION (METHOD OF MEASURING ABRRASION RESISTANCE
OF ORGANIC COATINGS) |
WEAR
INDEX: 9MIL
4,250 CYCLES WERE REQUIRED TO REMOVE COATING.
|
RECOMMENDED FOR ALL RESIDENTIAL & LIGHT COMMERCIAL
APPLICATIONS INCLUDING HIGH TRAFFIC AREAS. COMPARED TO
11 MIL IN LEADING OAK MANUFACTURE PUBLISHED LITERATURE
|
ASTM
E-968-93 |
FALLING
SAND ABRASION (METHOD OF MEASURING ABRRASION RESISTANCE
OF ORGANIC COATINGS)
AMOUNT OF ABRASIVE NEEDED TO REMOVE 1 MIL OF COATING
|
>250,000
MILLILITERS |
TEST WAS STOPPED AFTER 250,000 MILLILITERS OF ABRASIVE
SAND FAILED TO REMOVE EVEN 1 MIL OF FINISH COATING. COMPARED
WITH 68,000 MILLILITERS TO REMOVE 1 MIL OF FINISH IN LEADING
UV CURED URETHANE OAK PRODUCT AND WITH 45,000 MILLILITERS
TO REMOVE 1 MIL OF FINISH FROM OTHER COMPETITIVE URETHANE
FINISHED FLOORING
|
ASTM
D-2394-83
(1993)
SEC. 33-37
|
COEFFICIENT
OF FRICTION (SLIP RESISTANCE)
(METHOD FOR SIMULATED SERVICE TESTING)
|
LOW
GLOSS: 590
SEMI FLOSS: 370
|
STATIC COEFFICIENT OF .590 EXCEEDS THE OSHA RECOMMENDATION
FOR LEVEL SURFACES IN THE WORKPLACE
|
ASTM
D-2394-83
(1993)
SEC 18-22
|
HARDNESS
(METHOD OF MEASURING HARDNESS ACCORDING TO THE INDENTATION
CAUSED BY A FALLING BALL) |
27
MIL |
FLOORING SHOWED EXCELLENT HARDNESS WHEN A 2.0 INCH DIAMETER
STEEL BALL WEIGHING 1.18 LBS AND DROPPED FROM A HEIGHT
OF 6 FEET CAUSED AN INDENTATION OF ONLY 27 MIL.
|
| Structural
Tests |
SPECIFIC
GRAVITY
|
Wa/Va |
0.81% |
MOISTURE
CONTENT
|
% |
10.5 |
STATIC
BENDING STRENGTH
KG/SQ. CM
|
MODULUS
OF RUPTURE |
1247 |
STATIC
BENDING STRENGTH
KG/SQ. CM
|
MODULUS
OF ELASTICITY |
124820 |
IMPACT
ABSORPTION ENERGY
|
KFG/SQ.
CM |
1012 |
SHEARING
STRENGH
|
KFG/SQ.
CM |
136 |
HARDNESS
IN LONGITUDINAL |
KFG/SQ.
MM |
5.32 |
|
|
|
|
|