| ON-SITE TESTING OF SPRAY APPLIED POLYURETHANE FOAM (SPF) |
Introduction
Application of new and existing
roofing systems consisting of spray applied polyurethane foam (SPF)
should
currently meet ASTM standards. These are either ASTM D 5469 for new
systems or
a proposed new standard from ASTM for coverings applied over existing roofing
systems. These standards outline general procedures and
precautions necessary for proper and safe application of SPF roofing
systems. A
common aspect of the standards is sampling and testing. It states that
two core
samples should be taken for the first 10,000 square feet of roof area
and one
sample for each additional 10,000 square feet or fraction thereof.
These core
samples must be tested for foam thickness, lift thickness, compressive
strength
(ASTM D 1621), density (ASTM D 1622), and cell structure (ASTM D 2856). | |
| The
ASTM tests listed above are
designed to be laboratory tests. With traditional methods, SPF must be
sprayed
on-site, core samples taken and forwarded to a laboratory at a remote
location
for testing. Often, this laboratory is the in- house testing facility
of the
manufacturer of the product being tested. Not only does the testing
require at
least a couple of days (during which time the applicator continues to
apply the
product), but with the manufacturer testing his own material conflict
of
interest issues arise.Field
confirmation that the core sample meets the manufacturer’s
published
specification values for compressive strength is a reasonable indicator
that
the formulation is within the manufacture’s limits as
applied. An on-site test
method eliminates transit time required for testing of samples and
substandard
roofing systems can be identified immediately. In addition, according
to ASTM D
5469, the entire roof must be sprayed before samples can be taken and
substandard material identified. At this point the roofing system must
be
completely replaced at enormous cost. With a field compression test, a
small
sample could be sprayed and allowed to set. The compressive strength of
the SPF
could be measured immediately and, if passing project’s or
manufacture’s
requirements, be applied to the entire area. Core samples should be
taken and
tested during and upon completion of the application as well. |
On-site
Testing
A
field test is available to measure
the compressive strength of spray applied polyurethane foam shortly
after
installation, allowing for appropriate curing time. To be widely
accepted in
the industry, this testing device and procedure must use proven testing
technology; be simple and easy to use; be inexpensive; and be portable
for use
in the field. As called out in the ASTM application guide, the on-site
testing
device approximates ASTM D 1621 “Standard Test Method for
Compressive
Properties of Rigid Cellular Plastics”. The device must have
repeatable results
that can be correlated to data reported from laboratory testing.
A field device
with a calibrated and traceable force gauge would
be suitable for generating accurate
and repeatable results ASTM
D 1621 allows for the use of a 4 square
inch core sample (2.25 inch diameter) of at least 1 inch thickness. To
achieve
best results, the top and bottom of the sample should be flat,
parallel, and
free of defects or flaws. A 2.25 inch diameter core is the size of
the sample recommended to be used in the field equipment, a Portable
Foam
Compression Tester. This hand operated tester has a single arm crank
that can
be rotated at a slow, deliberate rate to approximate the constant rate
of
motion that would be used in a laboratory. | |
After
application of the SPF to a small area, core
samples are be taken with a
standard size core cutter. The core sample is trimmed flat and parallel
and
placed in the Portable Foam Compression Tester. The operator compresses
the
sample at a constant rate of approximately 5 revolutions per
minute, which
relates to a crosshead speed of 0.5 inch/min. While continuing to
compress the
sample, the movement of the force gauge is closely
watched. The force continues
to rise until it levels off at the material’s yield point. At
this point the
force ceases to increase (or increase very slowly)
while the sample continues
to be compressed. This is the yield, or primary failure, point of the
material.
If the material continues to be compressed, the force will begin to
increase
after a time. At this point the test is stopped and the yield point
recorded.
The yield point, as read on the force gauge, must be divided by the
cross
sectional area to obtain the yield strength in psi (lb/sq. inch). |
|
Example: If you have a 4 square inch
sample (2.25 inch diameter) that had a gauge reading of 100 pounds as
its yield
point, the yield strength (or compressive strength) of the foam would
be 25
psi.
When the results obtained through the
use of the field tester indicate a lower compressive strength value
than
specified by the SPF manufacturer, further testing and corroboration by
means
of laboratory testing are warranted before the application is allowed
to
proceed.
Comparison
Testing
In
order for the field testing of SPF
to be viable and accepted in the industry, it must be correlated to
laboratory
results achieved with ASTM D 1621. A study was performed to compare
field
testing using the Portable Foam Compression Tester to laboratory
results using
a constant rate of motion compression test system. Sixty (60) core
samples of
2.25 inch diameter (with similar ages and densities) were randomly
taken from
the same application of spray applied polyurethane foam. The laboratory
tests were run on a compression tester at a
crosshead speed
of 0.5 inch/minute, and the yield point was automatically
detected.
Compressive strength tests were performed on
the Portable Foam
Compression Tester to determine the material’s yield point
using the procedures
in the above section. The thickness of each sample was
measured and thirty (30) tests were performed by each method. | |
Correlation to Laboratory Results
The results of the comparison testing
are shown in Figure 7. Average sample thickness for the tests was
nearly equal,
2.06 vs. 2.05 inch. Force results from the tests show that the SPF had
an
average compressive strength of 20.43 psi when tested in laboratory
conditions
and 20.77 psi when tested with the field equipment. Results from the
field
tests averaged 1.7% higher than lab tests. The standard
deviations of the test results
were between 2.5 and 3 psi. Distribution of the compressive strength in
relation to the sample thickness for the laboratory results and field
testing
were very similar. These results show that the
field tests
performed with the Portable Foam Compression Tester are moderately
comparable
with those done in the lab following ASTM D 1621.
In addition to the test
results shown
in this report, corroboration between the field and lab test procedures
has
been studied by various entities. Field units were tested by the
Performance
Based Studies and Research Group (PBSRG) at Arizona State University,
Del E.
Webb School of construction. Results compiled from the testing, during
which
similar samples were tested by both the field device and laboratory
machines,
have established a relationship between the two types of testing. It
was noted
that these results typically vary less than 10% among the field and lab
testing.
Summary
The field compressive strength
tests
performed with the Portable Foam Compression Tester gives moderately
comparable
results to those done in the laboratory. When used in conjunction with
recommended application guides and procedures, the field test will
improve the
quality of the SPF installations by immediately identifying substandard
compressive strength of installed materials. The field compression test
is not
meant to solely replace an experienced applicator’s visual
inspection, “foot
feel”, or density check. Nor does it take into account the
difference in curing
times between samples tested on side versus those tested in the lab. It
is
another analytical tool available that can identify substandard SPF
installations on site. This allows for laboratory testing to be done
and
corrective action to be taken before the entire installation in
complete, thus
saving both time and money. | |
Details
test results
| LABORATORY
RESULTS | FIELD RESULTS |
Sample
# | HEIGHT (in) | YIELD (lb) | STRENGTH
(psi) | HEIGHT (in) | YIELD (lb) | STRENGTH
(psi) |
1 | 2 | 82.2 | 20.6 | 2 | 104 | 26.0 |
2 | 2 | 74.5 | 18.6 | 2.5 | 86 | 21.5 |
3 | 2.25 | 85.3 | 21.3 | 2 | 72 | 18.0 |
4 | 1.875 | 69.4 | 17.4 | 2.125 | 80 | 20.0 |
5 | 1.875 | 83.9 | 21.0 | 2.125 | 74 | 18.5 |
6 | 2 | 67.4 | 16.9 | 2.125 | 80 | 20.0 |
7 | 1.875 | 73.8 | 18.5 | 2 | 76 | 19.0 |
8 | 2 | 94.2 | 23.6 | 2.375 | 82 | 20.5 |
9 | 1.625 | 95.3 | 23.8 | 1.875 | 72 | 18.0 |
10 | 1.875 | 72.0 | 18.0 | 1.75 | 86 | 21.5 |
11 | 2.125 | 91.4 | 22.9 | 1.75 | 100 | 25.0 |
12 | 1.75 | 76.5 | 19.1 | 2.25 | 80 | 20.0 |
13 | 2 | 97.1 | 24.3 | 2.5 | 98 | 24.5 |
14 | 2.25 | 78.1 | 19.5 | 2 | 84 | 21.0 |
15 | 2.5 | 81.8 | 20.5 | 2 | 68 | 17.0 |
16 | 2.375 | 81.5 | 20.4 | 2.125 | 92 | 23.0 |
17 | 2.5 | 90.1 | 22.5 | 2.25 | 92 | 23.0 |
18 | 1.75 | 88.2 | 22.1 | 2.5 | 88 | 22.0 |
19 | 1.75 | 102.4 | 25.6 | 1.875 | 64 | 16.0 |
20 | 2 | 72 | 18.0 | 2 | 72 | 18.0 |
21 | 2 | 69 | 17.3 | 1.75 | 108 | 27.0 |
22 | 2 | 93 | 23.3 | 1.625 | 92 | 23.0 |
23 | 2.375 | 72.7 | 18.2 | 2.125 | 68 | 17.0 |
24 | 2.5 | 77.5 | 19.4 | 2 | 70 | 17.5 |
25 | 2.125 | 82.2 | 20.6 | 1.625 | 92 | 23.0 |
26 | 2 | 67.0 | 16.8 | 2.2125 | 72 | 18.0 |
27 | 2.125 | 94.4 | 23.6 | 2 | 84 | 21.0 |
28 | 2.25 | 63.8 | 16.0 | 2.25 | 96 | 24.0 |
29 | 1.875 | 81.4 | 20.4 | 1.875 | 72 | 18.0 |
30 | 2.125 | 93.9 | 23.5 | 2.125 | 88 | 22.0 |
AVG | 2.06 | 81.73 | 20.43 | 2.05 | 83.07 | 20.77 |
STD
DEV | 0.23 | 10.45 | 2.61 | 0.24 | 11.58 | 2.89 |