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Specifying Single Ply – Testing for Roof Performance

July 8, 2017

INTRODUCTION
In common with most construction
industry practice, roofing specifiers rely on
material specifications developed and published
by the American Society for Testing
and Materials (ASTM). Material standards
such as ASTM D68781 for thermoplastic
polyolefin (TPO), ASTM D44342 for polyvinyl
chloride (PVC), and ASTM D67543 for ketone
ethylene ester (KEE)-based sheet roofing
include specifications for attributes such as
the following:
• Materials and Manufacture – Requirements
for the types of polymer
and the amounts are specified in
D6878 and D4434. Both specify a
polymer content greater than 50%
by weight. In the case of D6754, it
is specified that the KEE content
should be a minimum of 50% of the
total polymer content. However, the
amount of polymer in the sheet is
not specified by D6754.
• Physical Requirements – Physical
requirements of single-ply membranes
can be divided into those
that characterize the initial properties
of the membrane and those that
indicate resistance to stressors such
as heat, ultraviolet light (UV), and
ozone. The specifications include the
minimum sheet thickness and the
minimum thickness above reinforcement
fabric of the weathering layer.
In addition, a large number of properties
are specified, ranging from
various strength values to heat and
UV resistance.
• Dimensions – Roofing material
dimensions are typically left for
agreement between buyer and seller,
as is the case for the PVC and TPO
standards. However, the ASTM specifications
describe the length and
width tolerances and note that the
sheet must be allowed to relax prior
to measurement.
• Workmanship, Finish, and Appearance
– These characteristics generally
relate to visual defects and such.
The membranes are required to lay
straight and be flat.
Many of the properties are measured
using an ASTM test method. For example,
the breaking strength specified in the
D4434, D6754, and D6878 specifications
is to be measured using ASTM test method
D751. Some specifiers mistakenly write
membrane requirements in terms of the
test method, such as, “Must meet tensile
strength requirements of ASTM D751.” But
the test methods do not have any requirements;
they define sample size, number of
samples to be tested, etc., but can be used
for a great many materials.
In an effort to differentiate between TPO
membranes, for example, specifiers sometimes
write requirements that are more
stringent than the ASTM material specification.
However, going beyond the ASTM specifications
does not necessarily translate to a
membrane that will outlast others covered
by the same basic specification. Also, due
to manufacturing variability, a sample that,
for instance, had a high tensile strength,
might not actually be typical of what can be
expected from that manufacturer.
KEY INDICATORS OF ROOF
PERFORMANCE
Roof issues can generally be characterized
as short- and long-term. Short-term
issues—especially those occurring within
the first few years—are generally due to
installation issues. For thermoplastic singleply
membranes, these include welded seam
problems plus issues that are common to
most roof types, such as those associated
with flashings, details, and terminations.
Longer-term roof membrane failure can
be due to hidden installation issues, but
is more frequently due to loss of integrity
of the membrane itself. Examples include
cracking and erosion of the membrane.
Also, long-term failure can occur due to
puncture of the membrane.
The authors are not aware of any thermoplastic
single-ply roof failure that can
be traced to insufficient breaking or tear
strength. In fact, as has been previously
noted by Taylor and Yang,4 the initial
properties in the ASTM D6878 TPO standard
specification appear to be sufficient.
Specifying higher individual targets for a
property such as tear strength might actually
be counterproductive, given the compromises
that might need to be made.
3 0 • RC I I n t e r f a c e J u l y 2 0 1 7
Higher tear strength, as an example, can be
achieved but is normally at the expense of
cap-to-core lamination strength.
The characteristics that appear to indicate
long-term roof performance are as
follows:
• Membrane Thickness is an indicator
of weather and mechanical
abrasion (i.e., “wear and tear”) resistance,
and it has a small but positive
effect on puncture resistance.5,6
The National Roofing Contractors
Association (NRCA) has recommended
using thicker versions of
TPO membranes.7 Certainly thicker
membranes have a greater “reservoir”
of UV and heat stabilizers per
unit area.
• Thickness Over Scrim is a measure
of the thickness above the reinforcement
fabric of the weathering layer.
Membrane manufacturers put stabilizers
into this top layer to provide
resistance to UV and heat-initiated
degradation. It could be argued that
thickness over scrim is more important
than total membrane thickness
for weathering. However, total thickness
offers an assurance that once
the fabric is visible, there is possibly
still enough membrane to allow sufficient
time for repair or replacement
to be carried out.
• UV Resistance uses intense laboratory
UV sources that mimic the sun’s
UV spectrum to evaluate a membrane’s
ability to withstand high
levels of UV energy. Many building
materials used in exposed construction
applications degrade over time
due to UV exposure, and roof membranes
are no different. UV energy
breaks bonds within the polymer
and creates free radicals that begin
a degradation cycle leading to breakdown
of the polymer backbone.8,9
• Heat Aging uses elevated temperatures
to speed up membrane degradation
that might normally take
years or decades to be become sufficient
to cause failure. For TPO, heat
causes oxidation of the polymer and
thereby a gradual loss of the original
properties.10 In the case of PVC, it
has long been recognized that heat
causes loss of the plasticizers and
thus an increase in cold brittleness
and a decrease in flexibility.11,12
MEMBRANE TESTING
Structural Research Inc. (SRI) carried
out a large study of commercially available
TPO produced during 2013.13 That study
included heat and UV resistance and a
range of physical properties. This paper
contains a more detailed examination of
some of that data, including total membrane
thickness and thickness over scrim.
Five rolls, each with a different date
code, were obtained per manufacturing
plant, the majority being 10 feet wide. Six
measurements were taken, equally spaced
across each sheet, with the edge points
being one inch in. Care was taken to ensure
thickness over scrim was measured to the
uppermost yarns, excluding the tie yarn.
MEMBRANE INITIAL PROPERTIES
Sheet Thickness and Thickness
Over Scrim
TPO and PVC (ASTM D4434-compliant)
membranes come in a variety of thicknesses;
however, the most popular thickness is
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60 mils, whereas PVC KEE (ASTM D6754-
compliant) membrane’s most popular thickness
is 36 mils. The ASTM sheet thickness
for most single-ply membranes is specified
as having a tolerance of +/- 10%. So, a
nominal 60-mil sheet could actually be as
low as 54 mils. In reality, manufacturers
must target a thickness greater than the
minimum such that no sample would go
below the minimum.
Thickness over scrim for PVC is specified
as being 16 mils in D4434, 6 mils for D6754,
and the use of a single value was in the
original D6878 TPO standard. However, in
2016, the TPO specification was changed to
a minimum of 30% of the overall thickness.
For a 60-mil membrane, that would be an
18-mil-thick weathering layer.
As indicated in Figure 1, the total thickness
for all manufacturers is very similar.
The average values shown are all 56
mils, with the exception of membrane D,
which is 55 mils, suggesting that one manufacturer
targets a slightly lower nominal
thickness than the others. Also, in the
case of membrane D, some
individual measurements are
below the D6878 specification.
However, the specification
does not clearly indicate
whether the thickness minimum
applies to individual
measurements, a roll average,
or some other metric.
The thickness-over-scrim
data are shown in Figure 2.
In terms of real-world performance,
the thickness over
scrim is a critical parameter.
Membrane failure is frequently
viewed as the point in time
when the surface has
worn, eroded, or cracked
such that scrim is
exposed. It appears from
this large sample set that
all manufacturers are
targeting >20 mils, but
in two cases, individual
samples fall below the
D6878 minimum (18
mils for 60-mil nominal
or 16.2 mils for 54-mil
actual total thickness).
Thickness over scrim
is measured using a calibrated
microscope to
view a polished cross
section of the membrane,
per test method ASTM D7635.14 A
closer examination of the membranes indicates
that some differences exist that are
not being captured in the data; for example,
Figures 3 and 4 show reinforcement that
is forced into the top and bottom layers,
respectively.
Also, in some cases, the reinforcement
is approximately centered within the membrane,
as shown in the example in Figure 5.
After examination of all of the micrographs,
it is very apparent that even individual
plants are not consistent with respect to
reinforcement positioning within the membrane.
There have been anecdotal reports of
some manufacturers claiming a particular
reinforcement positioning, but the data
belie that.
MEMBRANE -AGE D PROPE RTIES
Accelerated Weathering
The ASTM PVC standard allows for the
use of either xenon arc light or fluorescent
UV to artificially weather membrane samples
(using either test, the samples must pass
Figure 2 – Average thickness over scrim for all samples.
The range indicates the minimum and maximum values.
Figure 1 – Average thickness (inches) for all membrane samples.
The range indicates the measured minimum and maximum
values.
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at least 6,300 KJ/m2), whereas
the TPO standard specifies the
use of xenon arc light only. The
two light sources are different
in that a xenon arc reproduces
the entire solar spectrum, while
fluorescent UV reproduces the
UV region. The two methods
also have differences in terms
of moisture exposure, and each
has its pros and cons.15 The TPO
study conducted by SRI used
UVA 340 lamps to apply a 1.55
W/m2 irradiance using a cycle of
700 minutes of light followed by
20 minutes of water spray. The
black panel temperature was
176°F. Both ASTM standards
define failure as the presence
of surface cracks visible using
a 7x eyepiece when the sample
is bent over a 3-in.-diameter
mandrel.
All the TPO samples from
the multiple date codes from
each manufacturing plant survived
exposure to 30,240 kJ/
m2 without cracking. This
J u l y 2 0 1 7 RC I I n t e r f a c e • 3 3
Figure 3 – Microscopic picture of a nominal 60-mil-thick membrane cross-section, showing the
reinforcement positioned in the top (white) layer.
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is well beyond the 10,080 kJ/m2
requirement of ASTM D6878, even
though the test method (fluorescent
UVA versus xenon arc) was
different. It supports industry
anecdotal evidence that currentproduction
TPO is very resistant to
UV damage.
Heat Aging
Heat aging for PVC is done at
176°F for 56 days, with failure defined
by ASTM D4434 as being if the tensile
strength, breaking strength, and
elongation at break fall below 90%
of the original. For TPO, the aging is
performed at 240°F with essentially
the same mechanical tests and criteria
at the end. However, in addition,
failure includes weight change of
greater than 1%. As noted elsewhere,
16 there has been an ongoing
industry discussion of testing TPO
at 275°F. Some of today’s membranes
are so heat-resistant that
testing at 240°F can take well over
a year. Testing TPO at 275°F has
been shown to give similar results
to 240°F17 and was used in the SRI
study to measure the time to cracking
and weight loss.
Surface cracking during heat
aging is indicative of membrane stiffening
and embrittling. Heat promotes
two degradation mechanisms
in polyolefins: oxidative crosslinking
and chain scission. Of these two, crosslinking
of the polymer chains would stiffen the
material and thereby increase the risk of
cracking when bent over the mandrel. In
the real world, the increased stiffness could
lead to cracking in freeze-thaw conditions,
for example. Also, stresses in membrane
adjacent to welds or fixed attachment areas
such as penetrations or fasteners could lead
to cracking.
Weight loss during heat aging of polyolefins
is due to breakdown of the polymer
chains into smaller units that are, ultimately,
volatile. In the field, this appears as surface
erosion, which eventually exposes the
reinforcement fabric.
The weight loss during heat aging at
275°F was typically small and gradual until
some point at which weight loss became
rapid. The presence of this “induction period”
is well established for many stabilized
organic and polymer systems. It is typically
measured using differential scanning calo-
3 4 • RC I I n t e r f a c e J u l y 2 0 1 7
Figure 4 – Microscopic picture of a nominal 60-mil-thick membrane cross-section showing the
reinforcement positioned in the bottom, gray, layer.
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Don’t forget the peri od!
rimetry (DSC), whereby the oxidative-induction
time (OIT) prior to oxidative breakdown
and associated exothermic heat loss is measured18
and has been standardized by ASTM
D3895.19 A typical DSC plot used to derive
OIT is shown in Figure 6.
The OIT test is typically done at around
400°F for polyolefins, and it measures the
time taken to deplete the antioxidants. In
a similar way, the weight loss study of TPO
membranes shows a
long induction time
until the stabilizers
are depleted, at
which point weight
loss becomes rapid.
A typical result for
one of the membranes
is shown in
Figure 7.
As can be seen,
there is an initial
period of relative
stability, followed by
accelerated weight
loss. The exact point
at which loss becomes rapid varies depending
on the sample, possibly indicative of
some process variation. Such variation was
very large for membrane E, as shown in
Figure 8.
Some samples went beyond 1% weight
loss before the rate of loss increased. A loss
of 1.5% was taken as generally indicative of
the start of rapid weight loss. Table 1 shows
the heat aging days to failure for the first
Figure 5 – Microscopic picture of a nominal 60-mil-thick membrane cross-section showing
the reinforcement positioned approximately in the membrane center.
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Figure 6 – Schematic of a DSC scan of a stabilized polyolefin in air.
J u l y 2 0 1 7 RC I I n t e r f a c e • 3 5
appearance of surface cracking and the time
to a weight loss of 1.5%.
Although the results shown in Table
1 appear to clearly rank the membranes,
they do not indicate the large variation
shown for membrane D. This argues that,
while the ASTM specifications are highly
relevant to the specifier in providing general
guidance, they do not address variability
in a manufacturing process. Consideration
of the results shown in Figure 8 suggests
that competitive studies do need to evaluate
large numbers of samples. The use of single
samples to evaluate differences between
membranes is clearly not valid, but has
been used in some other studies.20
AST M D4434 Vs. D6754; PVC Vs. KEE
A comparison of the PVC and KEE specifications,
D4434 and D6754, respectively,
shows that the accelerated weathering and
heat aging requirements are the same for
each membrane. The specifications differ
in terms of the polymer contents, thickness,
and thickness above scrim, and the
breaking and tear strengths, as noted earlier.
These authors have not seen single-ply
membranes fail due to poor strength, and
so a specifier isn’t provided with a performance-
based specification that differentiates
between these two membrane types.
CONCLUSIONS
1. Many material properties are specified
in membrane ASTM standard
specifications. However, those that
are indicative of long-term roof performance
are limited to membrane
thickness, thickness over scrim, UV
resistance, and heat aging.
2. A large study covering multiple rolls
from all U.S. TPO manufacturing
plants showed that total membrane
thicknesses are generally equivalent,
although there is some evidence that
one manufacturer might be targeting
a slightly lower thickness versus the
other three.
3. Thickness over scrim is a measure
of the depth of the weathering layer.
The membranes studied were all
generally equivalent, although some
manufacturers were more variable
than others.
3 6 • RC I I n t e r f a c e J u l y 2 0 1 7
Table 1 – Heat aging days to failure, using the first failure mode to occur in each case.
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Figure 7 – A typical weight loss during accelerated aging study of
TPO, shown for Membrane D. The data points represent four samples
taken across each of the ten rolls (five per manufacturing plant).
Figure 8 – Weight loss during accelerated aging of Membrane E.
Each series of points represents one sample taken from across one
of the 15 rolls (five per manufacturing plant).
4. While all TPO appears to significantly
exceed the ASTM specification for
UV resistance, there are large differences
in terms of accelerated aging
by heat exposure. Not only do some
membranes fail earlier than others,
but some manufacturers exhibit
large variations between plants and
rolls from an individual plant.
5. Conducting competitive studies by
focusing on single rolls clearly cannot
identify those manufacturers
that have consistent processes versus
those that do not.
6. Manufacturers and others who participate
in ASTM specification development
are encouraged to include
targets that enable differentiation
in terms of actual real-world performance.
References
1. ASTM D6878, Standard Specification
for Thermoplastic Polyolefin Based
Sheet Roofing. ASTM International,
West Conshohocken, PA, www.astm.
org.
2. ASTM D4434, Standard Specification
for Poly(Vinyl Chloride) Sheet
Roofing. ASTM International, West
Conshohocken, PA, www.astm.org.
3. ASTM D6754, Standard Specification
for Ketone Ethylene Ester Based
Sheet Roofing. ASTM International,
West Conshohocken, PA, www.astm.
org.
4. T.J. Taylor and L.Y. Yang. “Physical
Testing of Thermoplastic Polyolefin
Membranes and Seams,” RCI
Interface. December 2010, pp. 4-9.
5. S. Bhawalkar and T.J. Taylor.
“Puncture Resistance of Thermoplastic
Single-Ply Roofing Membranes.”
RCI Interface. January
2015, pp. 22-25.
6. S. Bhawalkar, T. Yang, and T.J.
Taylor. “Understanding the Puncture
Resistance of Thermoplastic Polyolefin
Membranes.” ASTM Eighth
Symposium on Roofing Research and
Standards Development. STP1590.
2015, pp. 14-29.
7. M.S. Graham. “Is Thicker Better?”
Professional Roofing. October 2009,
p. 21.
8. C. Decker, F.R. Mayo, and H.
Richardson. “Aging and Degradation
of Polyolefins.” Journal of Polymer
Science, Polymer Chemistry, Vol. 11,
1973. pp. 2879-2898.
9. M. Tolinski. “Ultraviolet Light Protection
and Stabilization,” Additives
for Polyolefins: Getting the Most Out
of Polypropylene, Polyethylene, and
TPO. Elsevier, 2nd Edition, Chapter
4. 2015. pp. 32-40.
10. M. Tolinski. “Antioxidants and
Heat Stabilization,” Additives for
Polyolefins: Getting the Most Out of
Polypropylene, Polyethylene, and
TPO. Elsevier, 2nd Edition, Chapter
4. 2015. pp. 19-31.
11. R.G. Turenne, H.K. Stenman,
M.N. Mech, and O. Dutt, “Single-
Ply Membranes – Effect of Cold
Temperatures and Heat Aging on
Tensile Properties.” Third International
Symposium on Roofing Technology,
Gaithersburg. 1991, pp. 7-14.
12. R.M. Paroli, O. Dutt, A.H. Delgado,
and H.K. Stenman, “Ranking PVC
J u l y 2 0 1 7 RC I I n t e r f a c e • 3 7
3 8 • RC I I n t e r f a c e J u l y 2 0 1 7
Roofing Membranes Using Thermal
Analysis.” Journal of Materials in
Civil Engineering. 1993, Vol. 5, No.
1, pp. 83-95.
13. H.H. Pierce, C. McGroarty, and T.J.
Taylor. “Testing TPO.” Professional
Roofing. August 2015, pp. 38-42.
14. ASTM D7635, Standard Test Method
for Measurement of Thickness of
Coatings over Fabric Reinforcement.
ASTM International, West Conshohocken,
PA, www.astm.org.
15. D.M. Grossman. “The Right Choice –
UV Fluorescent Testing or Xenon Arc
Testing?” Paint and Coatings Industry.
March 2006, Vol. 22, Issue 3, p. 40.
16. T. J. Taylor and L. Xing. “Accelerated
Aging of Thermoplastic Polyolefin
Membranes – Prediction of Actual
Performance.” Roofing Research and
Standards Development, Vol. 8. ASTM
International. 2015, pp.139-152.
17. K. Deaton and N. Martin. “Putting
Membranes to the Test.” Architectural
Roofing & Waterproofing, Vol. 2,
2013, pp. 14-18.
18. H. Rudin, H.P. Schreiber, and M.H.
Waldman. “The Thermographic
Study of Polymers.” Industrial and
Engineering Chemistry, Vol. 53,
1961, p. 137.
19. ASTM D3895, Standard Test Method
for Oxidative-Induction Time of
Polyolefins by Differential Scanning
Calorimetry. ASTM International,
West Conshohocken, PA, www.astm.
org.
20. Carlisle Syntech Systems, “TPO
Competitive Test Programs Summary
of Results.” https://www.carlislesyntec.
com/view.aspx?mode=media&-
contentID=1155, Nov. 11, 2016.
Tom Taylor is the
executive director
for Building &
Roofing Science for
GAF. This position
is focused on the
building enclosure
and its impact on
the indoor environment
and energy
efficiency. Tom has
over two decades
of experience in the
building products
industry, all working for manufacturing organizations
in a variety of new product development
roles. He received his PhD in chemistry
and holds approximately 35 patents.
Tom Taylor
Chris McGroarty
has worked at
GAF for over ten
years in a variety
of roles, including
product manager
for insulation and
single ply. During
that time, he
has worked with
cross-functional
teams to develop
products for both
the residential and
commercial roofing industry. In his current
role, he manages the strategy for GAF’s
single-ply and asphaltic commercial product
lines. He holds a BS in business administration
from Rowan University and an MBA
from Centenary University.
Chris McGroarty
Everybody
likes a project
profile!
RCI Interface is particularly
interested in submission of project profile articles
concerning unique building envelope projects. Profiles
should be 1500 to 2500 words with five to 15 highquality
photos and should describe a building issue
that is diagnosed or solved or an unusual building or
condition worked on in the course of a building envelope
consultant’s work. Submit articles to Executive Editor
Kristen Ammerman, kammerman@rci-online.org.
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Profiles
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