Skip to main content Skip to footer

Improved Weather Resistance of Modified Bitumen Products Using Reflective Acrylic Elastomeric Roof coatings

May 15, 2005

INTRODUCTION
Low-slope roofing involves a variety of
materials typically not used in steep-slope
applications and certainly different from
concrete roof tiles. A large percentage of
low-slope roofing substrates involves
asphaltic-type materials. Asphalt, a residue
of the crude oil distillation process, is an
ancient material that has been available for
centuries. Asphalt is the predominant
material in hot mopping of built-up roofing.
But there are many variations of asphaltic
roofing products. These include asphalt
cutback (asphalt + solvent), asphalt emulsion
(asphalt + water), aluminized asphalt,
cap-sheet (granulated modified bitumen),
and the increasingly popular smoothsurface
modified bitumen. How often is
modified bitumen used, and why is it so
important to the roofing industry?
From the pie chart (Figure 1), one can
observe that for the year 2000, figures from
the National Roofing Contractors Association,
based on square footage, show that
24% of low-slope roofing was composed of
modified bitumen. Several decades ago,
built-up roofing (including coal tar type systems),
comprised over 80% of the roofing
market. The advance of technology does
indeed change the variety of roofing substrates.
One can also observe the increase
in use of EPDM rubber membranes as well
as other single-ply membranes, such as
TPO (thermoplastic polyolefin), PVC (poly
vinyl chloride), and Hypalon. Because modified
bitumen represents such a large portion
of market share, it is helpful to understand
the composition, failure method, and
opportunities to extend the life of such
roofs.
What is modified bitumen?
Modified bitumen is a roll roofing product
used in commercial low-slope roofing
applications. From a practical aspect, modified
bitumen has advantages over conventional
built-up roofs due to ease of application,
lower labor/installation costs, and
reduced likelihood of fire in the absence of
hot asphalt kettles. In addition, the “modification”
is done with relatively low levels of a
Figure 1 – Low-slope substrate market by
square foot, NRCA.
MA R C H 2005 I N T E R FA C E • 3 7
polymer – usually about 15-25%. There are
two types of polymers used for modification.
One is APP, which is Atactic PolyPropylene,
a plastic-like material. The other is SBS,
which is Styrene-Butadiene-Styrene (SBS)
copolymer, a rubber-like material. The polymer
modification increases the performance
properties for weathering, durability, and
toughness. All of these roll goods have an
internal fiberglass or polyester scrim for
added tensile strength and puncture resistance.
The APP type membranes are generally
a little stiffer than the SBS types. Why?
Mostly because APP is a stiff, plastic-like
polymer, which translates into a stiffer
membrane. SBS has a more flexible, rubber-
like component in butadiene, the “B”
component of SBS. As a result, SBS membranes
are generally softer, more flexible,
and can be installed with greater ease in
lower temperature climates or during fringe
seasons such as late fall or early spring.
The asphalt component that is used in
modified bitumen is typically processed
minimally (usually to Type III asphalt) by
blowing oxygen into the mixture, thus
oxidatively increasing molecular weight and
increasing melt temperature. During the
melt process, the APP or SBS polymeric
modifiers are added and mixed homogeneously
into the asphalt. In addition to the
asphalt, polymer modifier, and scrim components,
inorganic fillers are used to add
bulk and sometimes fire retardancy to the
sheet. Other processing agents used in the
asphalt mixture include the use of low molecular
weight, asphalt-compatible oils and
sometimes waxes, which aid in the flexibility
of the mod-bit. These oils tend to be very
asphalt compatible but can migrate out of
the film along with other asphaltic fractions
and cause staining or prevent efficient
adhesion of an aqueous, elastomeric roof
coating. The migration of oils is more prevalent
in APP modified bitumen than in SBS
modified bitumen. Why? These oils are less
soluble in the APP polymer component of
APP modified bitumen, so they have a
greater tendency to migrate out of the membrane.
With SBS modified bitumen, the oils
are much more soluble in the SBS polymer
component and take longer to migrate out
of the modified bitumen.
Importantly, at the end of the roll forming
process, materials are applied to the
modified bitumen surface to allow smooth
rolling and unrolling of the modified bitumen
membrane and to prevent the formation
of a giant “log” of asphalt. These processing
aids are all release agents of some
type and are usually 1) surfactants, 2) powdery
inorganic extender pigments like mica
or talc, or 3) solid particulate extender
materials like sand. It is these release
agents and the drying oils that cause the
most problems for coatings on top of modified
bitumen.
38 • I N T E R FA C E MA R C H 2005
“The big difference
in acrylic coating
versus no
coating comes
in protection of
the asphaltic
component from
ultraviolet rays.”
Asphalt Failure Mechanism
To understand the ability of acrylic elastomeric
roof coatings to increase the life of
bituminous roof products, the mechanism
of asphalt degradation must first be understood.
Asphalt is a complex mixture of literally
hundreds of aliphatic and aromatic
hydrocarbons. As it weathers, it breaks
down chemically by absorbing UV radiation
from the sun. The UV energy causes molecular
vibrations and debonding, which is
ultimately observed as cracking and chalking
of the asphalt (Figure 2). Heat greatly
increases the reaction rates and is one of
the main causes for asphalt degradation.
An additional weathering component is
the exudation of low molecular weight fractions
or oils from the asphalt, which act as
plasticizers to improve the flexibility of the
roofing material. Because they are water
soluble, this exudate can be seen on recently
installed modified bitumen roofs where
ponding is evident. The readily observed
black-brown residue is typically called
“tobacco staining.” Its loss further contributes
to degradation by reducing the
long-term flexibility of the modified bitumen
membrane. Heat greatly increases the
migration and loss of oil from modified bitumen
products.
Asphaltic Analysis: Unweathered, Weathered, and
Coated
To understand the effects of weathering
of asphaltic materials, Rohm and Haas has
performed chemical analysis on exposed,
unexposed, and coated asphaltic built-up
systems. To set up the experiment, samples
of built-up roof were exposed outside,
uncoated as well as coated with elastomeric
roof coating. An identical but unexposed
sample was kept in the lab. After six years’
exposure, the samples were removed and
analysis was performed on the unexposed,
weathered/uncoated, and the weathered/
coated material.
The components of the asphalt – before
and after weathering – were separated using
both filtration and solvent extraction,
weighed, and compared to the control samples.
Asphalt fractions are soluble in different
solvents. Asphalt components soluble in
aliphatic hydrocarbons such as heptane are
called “maltenes.” Asphalt components soluble
in aromatic solvents like THF (i.e.,
tetrahydrofuran) are called “asphaltenes.”
Neither solvent affected the acrylic coating.
Weight loss measurements (Figure 3) show
that UV degradation reduces the weight of
the hexane-soluble or low MW plasticizing
component, which we would expect to cause
embrittlement and cracking. Analysis of the
acrylic coated material shows that all
weathering involves some loss of heptane
solubles. The THF soluble component was
much higher for the uncoated sample than
the coated sample. Scrim weight and inorganic
filler content remain similar.
Figure 3 – Asphaltic built-up roof analysis.
Parameter Uncoated/ Uncoated/ Acrylic Coated/
Unweathered Weathered Weathered
Initial weight 2.79 2.84 3.51
in grams/2.5cm2
Grams heptane-soluble 1.24 1.10 1.19
Grams THF-soluble 1.16 1.62 1.17
Grams Mat 0.24 0.23 0.24
Grams fines 0.28 0.28 0.26
Grams/2.5cm2 2.40 2.72 3.43
recovered
Wt % heptane-soluble 51.7 40.8 51.2
in asphalt
Figure 2 – Weathered APP modified
bitumen, five years’ exposure.
MA R C H 2005 I N T E R FA C E • 3 9
The big difference in acrylic coating versus
no coating comes in protection of the
asphaltic component from ultraviolet rays.
Microscopy photographs (Figures 4 and 5)
show that uncoated/weathered asphaltics
have craters and significant surface pitting.
When the acrylic coating is carefully peeled
away from the coated, weathered BUR sample,
the asphalt surface appears smooth
with some surface cracking but without
craters and pitting.
Mechanism of Coating Protection
Acrylic coatings’ ability to protect the
asphaltic substrate and extend service life
of the roof are based on two mechanisms.
The first is that the acrylic polymer,
because of its non-aromatic molecular
structure, does not absorb ultraviolet
rays, so is very durable in exterior applications.
In contrast, asphalt contains aromatic
components that are susceptible to UV
damage. Since the acrylic polymer is not UV
damaged, it is very durable on the roof
when exposed to sunlight. Clearly, if the
polymer is UV-transparent, something in
the coating must be UV blocking to the substrate
in order for the coating to protect the
asphalt. The coating’s formulation is composed
of materials that do block UV from
penetrating to the substrate. These ingredients
are titanium dioxide and zinc oxide,
the two most important hiding and UVblocking
pigments in the formulation.
The second is that the acrylic coating
provides a water-resistant barrier over
asphaltic surfaces. Acrylic coatings resist
penetration of liquid water but allow the
permeation of water vapor; hence, they are
called “breathers.” One benefit of the water
resistance is to minimize solubilization of
the low molecular weight asphalt components
and subsequent migration out of the
modified bitumen and into the coating. In
addition, when the pigmented white coating
is applied over black asphaltic materials,
the surface temperature is significantly lowered,
by up to 50 degrees F (28 degrees C).
The temperature reduction will further minimize
chemical reactions and asphalt degradation
and extend the life of the roof.
Rohm and Haas often conducts lab and
field work to understand the failure mechanism
of coatings applied to asphaltic-type
roofing products. The modified bitumen
release agents have a tendency to inhibit
the adhesion of waterborne coatings, as
does the composition of the asphalt and
modifier (APP and SBS). Asphalt is a very
hydrophobic and oily substrate to begin
with and is difficult to “wet-out” with a
hydrophilic (water loving) roof coating. In
addition, the surfactant, which adheres to
the modified bitumen surface and is used to
prevent sticking of the roll, can also prevent
the coating from getting a good “bite” to the
modified bitumen. This simply means that
the coating is trying to adhere to an oily
surface (i.e., modified bitumen), but before
it can do so, it must try to adhere to a slippery,
surfactant layer on smooth modified
bitumen.
Acrylic roof coatings have been around
for quite some time and have primarily been
used over SPF, metal, aged BUR, or modi-
40 • I N T E R FA C E MA R C H 2005
Figure 5 – 300 X magnification of coated, weathered BUR surface.
“…Titanium
dioxide and
zinc oxide are
the two most
important hiding
and UV-blocking
pigments in the
formulation.”
Figure 4 – 300 X magnification of uncoated, weathered BUR surface.
MA R C H 2005 I N T E R FA C E • 4 1
fied bitumen. So what is different about the
acrylic coating for fresh asphaltics? In order
for the acrylic coating to be hydrophobic
enough to coat and adhere to fresh
asphaltic, the polymer needed to be modified
so that it was more “asphalt-like.” This
means that one of the components of the
polymer had to be very hydrophobic or oilloving,
like asphalt. This was achieved
through a monomer that has a string of 12
to 14 carbons on it versus the normal onecarbon-
side chain, making it very oil-like.
Because of this, it is quite compatible with
the substrate and also very water resistant.
In fact, many of the coatings based on this
polymer have very low permeability values
(i.e., 1 to 4 perms) as compared to 20 to 35
perms for a typical acrylic roof coating. This
helps improve the adhesion by preventing
water from reaching the asphaltic-to-coating
interface.
Figure 6 demonstrates the long-term
durability of white acrylic roof coating versus
aluminized asphalt. The acrylic coating
remains white – thus cooler – and prevents
migration of asphalt stains from the substrate.
Blister Resistance of Acrylic Coatings over Asphalt
Emulsion
Adhesion of coatings in ponded situations
is sometimes a challenge for acrylic
roof coatings. Asphalt emulsion is difficult
to adhere to because of the variation in
asphalt grade and emulsifiers. To simulate
ponding water conditions, three waterborne
coatings were applied to a one-week cured
asphalt emulsion, dried two weeks, and
immersed continuously in water for 12
days. Results in Figure 7 show that, indeed,
the proprietary acrylic exhibits no blistering,
while two other commercial products
blister.
Energy Savings Through White Roof Coatings
Finally, the solar reflectivity and emissivity
of acrylic roof coatings versus aluminized
asphalt were measured according
to EPA’s EnergyStar® protocols. From the
table on page 42, it is clear that the acrylic
roof coating has higher solar reflectivity and
emissivity than the aluminized asphalt
coating.
Figure 6 – Acrylic vs. aluminzed asphalt on
fresh APP modified bitumen: unweathered
vs. weathered.
42 • I N T E R FA C E MA R C H 2005
PDA LAUNCHES COURSE
The Polyurea Development Association
(PDA) launched its first Spray
Applicator Course on Sept. 23-26 in
Kansas City, MO. The course was developed
as a hands-on course covering all
phases of hot spray polyurea application,
including surface preparation,
equipment setup, spraying techniques,
troubleshooting, and final evaluation
and testing. For more information, visit
pda-online.org.
— PDA
HEFNER’S HOUSE?
Ron Dorszynski of
Skyline Technical LLC,
Mequon, WI, sent us this
photo, noting, “I guess
when you look at too many
roofs for too many years,
you start seeing things…
strange things.”
Coating Solar Reflectivity Emissivity
Proprietary Acrylic 84% 91%
Aluminized Asphalt 55% 53%
Target 65% minimum initial >80%
Summary
Asphalt roofing substrates fail by loss of
low molecular weight fractions, heatinduced
degradation, and fracturing.
Aluminized asphalt coatings and acrylic
elastomeric roof coatings have been used
over modified bitumen roofs but sometimes
fail in the areas of asphalt stain bleedthrough
or blistering in ponded water situations.
In addition, aluminized asphalt
coatings do not generally pass emissivity
values recommended by the EPA.
REFERENCES
Anonymous, “Aluminum Coatings
Applications,” Contractors Guide,
March 2000.
Barth, Edwin J., Asphalt: Science and
Technology.
Lorenzo, Gilbert, Twenty-five Years’
Experience in SBS Membranes
“MRCA/NRCA Research Report: APP
and SBS Modified Bitumen Roofs: A
Survey of Field Performance,” Midwest
Roofing Contractors Association and
National Roofing Contractors Association,
March 1996.
O’Dea, Theresa, “Cool Alternatives to
Hot Roofing,” RSI, September 2001.
“The Effects of Acrylic Maintenance
Coating on Reducing Weathering
Deterioration of Asphaltic Roofing
Materials” ASTM Symposium on
Roofing Research and Standards
Development, Montreal, Canada, June
1994
“Water Soluble Residue from Asphalt
Roofing Products (‘Tobacco-Juicing’),”
Technical Bulletin, Asphalt Roofing
Manufacturers Association, November
1994.
Joseph Rokowski is currently the technical service group
leader in Functional Coatings/Elastomeric Roof Coatings at
Rohm and Haas, where he has been employed for 20 years.
His experience at Rohm and Haas in the Coatings, Industrial,
and Building Products Departments includes exterior housepaints,
primers, exterior clear coatings, and currently, roof
coatings. Including past employment at Petrach Systems,
Arco Chemical, and Wacker Polymer Systems, he has been
awarded four patents and has held positions in research,
technical service, sales service, market development, and sales. Rokowski received his
B.S. in chemistry from St. Joseph’s University in 1988.
Joseph Rokowski
Figure 7 –
Asphalt
emulsion coated
with acrylic roof
coating; 12-day
water
immersion.