L INST OF STAND & TECH

A11107 21U7'=\S_

NIST

PUBLICATIONS

U.S. DEPARTMENT OF COMMERCE

National Institute of Standards and Technology

NIST BUILDING SCIENCE SERIES 167

Interim Criteria for Polymer-Modified

Bitmninous Roofing Membrane

Materials

Walter J. Rossiter, Jr.

James F. Seiler, Jr.

TA

435

.U58

No. 167

1989

C.2
NATIONAL INSnTOTE OF STANDARDS &

TECHNOLOGY

Research lotomatkm Center

Gdtherslnirg. MD 20899
AJ/STC

NIST BUILDING SCIENCE SERIES 167

Interim Criteria for Polymer-Modified

Bituminous Roofing Membrane

Materials

Walter J. Rossiter, Jr.

James F. Seller, Jr.

Building Materials Division

Center for Building Technology

National Institute of Standards and Technology

Gaithersburg, MD 20899

Prepared for: Tri-Service Building Materials Committee

Headquarters, U.S. Army Corps of Engineers

Washington, DC 20314-1000

U.S. Navy, Naval Facilities Engineering Command

Alexandria, VA 22332-2300

Headquarters, U.S. Air Force, Engineering Division

Boiling Air Force Base, DC 20332-5000

Issued February 1989

U.S. DEPARTMENT OF COMMERCE, Robert A. Mosbacher, Secretary

Ernest Ambler, Acting Under Secretary for Technology

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY

Raymond G. Kammer, Acting Director

NOTE: As of 23 August 1988, the National Bureau of

Standards (NBS) became the National Institute of Standards and Technology (NIST) when President Reagan signed into law the Omnibus Trade and

Competitiveness Act
Library of Congress Catalog Card Number: 89-600702

National Institute of Standards and Technology Building Science Series 167

Natl. Inst. Stand. Technol. Bldg. ScL Ser. 167, 50 pages (Feb. 1989)

CODEN: NBSSES

U.S. GOVERNMENT PRINTING OFFICE

WASfflNGTON: 1989

For sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402-9325
ABSTRACT

This report presents the results of a study to develop interim criteria for the selection of

polymer-modified bituminous roofing membrane materials. The criteria are based on a review of

existing standard specifications and related documents. They are intended for use by the construction agencies of the Department of Defense in specifying polymer-modified bituminous roofing

membrane materials until voluntary consensus standards are developed in the United States. The suggested interim criteria are generally presented using a performance criteria format. The

membrane characteristics for which performance criteria are suggested are: dimensional stability,

fire, flow resistance, hail impact, moisture content and absorption, pliability, strain energy, uplift

resistance, and weathering resistance (heat exposure). Prescriptive criteria for five membrane characteristics are used to complement the suggested performance criteria. The approach of using

complementary prescriptive criteria is taken to incorporate in the performance criteria tests methods which can be relatively rapidly performed for characterization or identification of the membrane material.

Other membrane requirements are listed for future development of criteria, but performance

criteria for these requirements are not suggested at the present. Lack of a consistent database in the

existing standards and related docimients precludes suggesting criteria at this time. It is considered

beneficial to present the needed criteria as a first step toward directing future research for standards

development for polymer-modified bituuninous roofing membrane materials.

Key words: characteristics; membranes; low-sloped roofing; performance criteria; prescriptive

criteria; polymer-modified bitumens; properties; roofs; test methods

iii
CONTENTS

page ABSTRACT iv EXECUTIVE SUMMARY vii

1. INTRODUCTION 1

1.1 Background 1

1.2 Objectives 2

1.3 Scope of the Study 2

1.4 Performance Specifications 2

1.5 Modifiers and Reinforcements for Modified Bitumens 3

2. STANDARDS AND RELATED DOCUMENTS FOR POLYMER-MODIFIED

BITUMINOUS ROOFING MEMBRANE MATERIALS 3

3. SUGGESTED INTERIM CRITERIA 5

3.1 Prescriptive Requirements for Characterization 5

3.2 Suggested Interim Performance Criteria 7

3.3 Needed Criteria for Future Development 11

4. SUMMARY AND CONCLUSIONS 16

5. ACKNOWLEDGMENTS 17

6. REFERENCES 18

APPENDIX A. PRELIMINARY DATA ON TYPICAL POLYMER-MODIFIED

BITUMINOUS ROOFING MEMBRANE MATERIALS Al

APPENDIX B. ASTM DRAFT TEST PROCEDURES OTED IN THE

CRITERIA Bl

APPENDIX C. UEATC TEST PROCEDURES CITED IN THE CRITERIA CI

iv
LIST OF TABLES

page

Table 1. Summary of suggested prescriptive criteria for modified bitumens viii Table 2. Summary of suggested performance criteria for modified bitumens

incorporating membrane system tests viii Table 3. Summary of suggested performance criteria for modified bitumens

incorporating membrane material tests ix Table 4. Documents containing criteria applicable to bituminous roofing membranes . 3

Table 5. Summary of requirements given in the documents containing criteria applicable to bituminous roofing membranes 4

Table 6. Prescriptive requirements for polymer-modified bituminous roofing

membrane materials 7

Table 7. Summary of suggested prescriptive and performance criteria for modified

bitimiens 16

Table 8. Summary of membrane requirements of modified bitumens for which criteria have not been proposed 17

Table Al. Modified bitumen samples included in the study Al

Table A2. Thickness of the test specimens A2

Table A3. Tensile strength of the specimens tested at 73 and 0 ''F (23 and - 18 °C)

before laboratory exposure A2

Table A4. Elongation of the specimens imder tensile load tested at 73 and 0

(23 and — 18 "C) before laboratory exposure A3

Table A5. Low-temperature flexibility of the test specimens before laboratory

exposure A3

Table A6. Tear resistance of the test specimens A4

Table A7. Dimensional stability of the test specimens A4

Table A8. Moisture content of the test specimens A5

Table A9. Strain energy per unit gage length of the specimens tested at 73 and 0 °F

(23 and - 18 °C) before laboratory exposure A5

Table AlO. Tensile strength of the specimens tested at 0 ''F (- 18 "C) after laboratory

exposure A6

Table All. Elongation of the specimens under tensile load tested at 0 °F (- 18 "Q

after laboratory exposure A7

Table A12. Low-temperature flexibility of the test specimens after laboratory exposure. . A7

Table A13. Strain energy per imit gage length of the specimens tested at 0 °F (- 18 "C)

after laboratory exposure A8

Table A14. Test results of the heat-exposed samples compared with the

suggested criteria AlO

LIST OF FIGURES

page

Figure Al. Tensile strength results A9

Figure A2. Elongation results A9

Figure A3. Low-temperature flexibility results A9

Figure A4. Strain energy results A9

V

EXECUTIVE SUMMARY

The use of low-sloped roof membranes fabricated from polymer-modified bituminous materials

has been increasing in the United States. From little use a decade ago, U.S. annual installation of

modified bitumens is now reported to be about 16 percent of membrane roofing. Some projections

indicate that their use by 1990 will be in the range of 27 to 33 percent of the area of membranes

installed. A major problem for the U.S. roofing industry has been the lack of consensus standards and

criteria for selection and use of the polymer-modified bituminous roofing membrane materials.

Although performance has generally been satisfactory for the limited period of time that they have

been available, the rapid growth in use has raised questions concerning long-term performance of

materials which may enter the market without adequate evaluation. Although consensus standards

and related criteria for selection and use of the modified bitumens are not yet available in the United

States, many documents have been developed in North America and Europe which might provide

the starting point for the U.S. industry. Also, a draft ASTM standard on methods for sampling and

testing modified bitimiens has been extensively reviewed by an ASTM Subcommittee and is near to consensus agreement at the Subcommittee level. The construction agencies of the U.S. Department of Defense (DOD) consider that benefits are

to be gained in having available alternative materials for fabricating membranes for low-sloped

roofing systems. However, they are reluctant to use the newer membrane materials such as the

modified bitimiens without having available selection criteria for guide specifications or other construction documents. The development of such criteria through ASTM or other industry organizations is not expected to be complete for many months. Thus, DOD requested that the National

Institute of Standards and Technology (NIST) (formerly National Bureau of Standards /NBS) con- duct a study to provide interim criteria for use in military guide specifications. This report presents

the results of the study.

The objectives of this report are: 1) to provide a listing of documents that pertain to the

development of selection criteria for modified bitumens, and to sxmimarize the characteristics evaluated in the documents, 2) to suggest selection criteria that may be used by the DOD construction

agencies in the absence of voluntary consensus standards in the United States, and 3) to provide data

that may assist in the development of voluntary consensus standards. The scope of the study focused on a review of standards and related documents which could serve as the basis for the development

of interim selection criteria. As a first step in providing data to support the development of the suggested criteria, limited

testing was conducted using typical commercially available modified bitumens. Data on the following properties are reported for five unaged membrane materials: thickness, tensile strength, elongation, low-temperature flexibility, tear resistance, dimensional stability, moisture content, and strain energy. In addition, data on tensile strength, elongation, low-temperature flexibility, and strain energy are reported after exposure of the membrane materials to the heat and ultraviolet conditions

given in the ASTM draft. The criteria are divided into two categories: 1) prescriptive criteria concerning the characterization of the material as manufactured, and 2) performance criteria concerning properties associated

with in-service behavior. A performance specification defines a product in terms of the functions it

is to perform; whereas a prescriptive specification defines a product in terms of its constituents and

their relationships to each other. One benefit of prescriptive criteria is that they provide a means to assure that the product reaching the market has the selected property values agreed upon between

seller and buyer. Moreover, test methods for prescriptive criteria are often more practical than

performance tests for routine product characterization. The criteria suggested herein are primarily

in performance criteria format, but are complemented with prescriptive criteria. In the development of the criteria suggested herein, chief consideration was given to the use of

test methods under review by ASTM. This approach was taken in order to promote compaubility

between interim criteria suggested in the present report and volimtary consensus requirements

likely to be recommended by ASTM Committee DOS.

vii
Table 1 presents the suggested prescriptive requirements associated with the selected tests given in the ASTM draft. The suggestion for these requirements is that the average measured

property values of the membrane product, as supplied to the user, should not be less than (or where

appropriate, greater than) a given percentage of the nominal values as stated by the manufacturer

(perhaps in the product literature or in the NRCAMaterials Guide) for the membrane material. This

approach is considered more practical for assuring that the material supplied to a DOD agency is that normally produced by the manufacturer, than if the requirement specified a minimum property

value. The requirements for thickness, low-temperature flexibility, and tear resistance have included a suggested limiting value for the membrane products.

Table 1. Summary of suggested prescriptive criteria for modified bitumens

Requirement Test Method Criterion

Thickness ASTM draft, Sec. 5 not <5% of the nominal value, 40 mil

(1 mm) minimiim

Load, max. ASTM draft. Sec. 6 not <1S% of the nominal value

Elongation (max. load) ASTM draft, Sec. 6 not <20% of the nominal value Elongation (break) ASTM draft. Sec. 6 not <20% of the nominal value Low-Temperature Flexibility ASTM draft. Sec. 11 not >5 "F (3 °C) of nominal, 25 'F (— 4 "C) tnaTimiim Tear Resistance ASTM draft. Sec. 7 not <20% of the nominal value 30 Ibf (130 N) minimum

The suggested performance criteria are presented in the format developed in Building Science

Series 55, which suggested preliminary performance criteria for bituminous built-up membrane

materials. This format has foxir key elements: requirement, criterion, test method, and commentary.

The membrane and system characteristics for which criteria are suggested are: dimensional stability, fire resistance, flow resistance, hail impact resistance, moistrire content and absorption, pliability, strain energy, uplift resistance, and weathering resistance (heat exposure). Some of the performance

criteria, notably those on fire, flow, hail, strain energy, and uplift pertain to the modified bitumen as used in the roof system. The criteria incorporating system tests are sxmimarized in table 2. The

remaining criteria are specific to the membrane material alone, and are summarized in table 3. As a

practical consideration, tests of the membrane material alone may be more readily conducted on a

routine basis than membrane system tests.

Table 2. Summary of suggested performance criteria for modified bitumens incorporating membrane system tests

Reqairemeat Test Method Criterion

Fire Resistance Flow Resistance

Hail Impact

Strain Energy

Uplift

ASTM, UL, or FM test UEAtc No. 27

Sec. 5.1.7 NBS BSS 55

or ASTM D 3746

ASTM draft. Sec. 6 ASTM, UL, or FM test

conform to applicable code no slippage

1.5 in (38 mm) hail stone at 112 ft/s (34 m/s) without water penetration

22 Ibf-ft (30 J) without water

penetration

not less than 3 Ibf-in/in^ (0.5 kN-m/m^

conform to applicable code

viii
Table 3. Summary of suggested performance criteria for modified bitumens incorporating membrane material tests

Requirement Test Method CriUrion

jL^uncusiunoi oiduuiiy /\.o 1 iVi arait, occ. lu max. change, ±1%

Moisture Absorp. ASTM draft. Sec. 9 1 gram (per specimen), max.

Moisture Content ASTM draft, Sec. 8 0.5% by mass, max.

Pliability a) ASTM draft. Sec. 11 no cracking at temp>cratures of application

b) UEAtc No. 27

Sec. 5.4.3 no cracking or tearing when unrolled

at 32 °F (0 "C)

Weather Resist Heat Exposure ASTM draft. Sec. 12 15% max. change of load-elongation;

low-temperature flexibility not to exceed 32 °F (0 °C); strain energy not

less than. 3 Ibf-in/in^ (0.5 kN m/m^.

The interim criteria suggested in the present report are not complete. When the study was

initiated, it was realized that gaps would probably exist in the ioitial criteria proposed on the basis

of a review of existing information. It was thought, at the time, that the available database for the

characterization and evaluation of modified bitumens would be insufficient to support a complete

set of criteria. The membrane requirements for which criteria are considered to be needed, but were

not developed in the present report are: cyclic (substrate) movement resistance, durability of protective surfacings, puncture resistance, seam strength, slippage resistance of base flashings, tear resis- tance, water transmission resistance, and weather resistance (except heat exposure). Because of the

importance of having criteria for these requirements, an initial step in outlining performance criteria using the standard format was undertaken, but the criteria themselves were not proposed. A benefit

in presenting this outline of needed criteria is to define the gaps for futiire criteria development and

the needs for research to develop performance data. As future development of the criteria continues, the results should be incorporated in DOD guide specifications.

ix

1. INTRODUCTION

1.1 Background

The use of low-sloped roof membranes fabricated from polymer-modified bituminous materials

has been increasing in the United States. A polymer-modified bituminous roofing membrane material^ has been described as a factory-prefabricated, reinforced sheet, composed basically of bitumen,

reinforcement, and various bitumen modifiers [1]. The modifiers are intended to extend the useful temperature range of the bitumen by lowering the brittle point and raising the softening point [2]. A

practical advantage of modified bitumens for roof membranes is that, being bituminous, they closely

resemble built-up roofing and are compatible with existing built-up roofing construction details

[2-4].Modified bitumens for use as membranes for low-sloped roofs had their origins in Europe in the

1960s [1,5]. The present U.S. technology was, for the most part, imported from Europe in the 1970s

at which time manxjfacturing began here [1]. The introduction of the modified bitimaens occurred

concurrently with the single-ply revolution in the U.S. roofing industry, when alternatives to conventional built-up roofing were sought [6]. Interestingly, as described by Johnson [1], the modified

bitimien membranes are normally not used as true "single-plies," but are usually employed with a base ply. Nevertheless, some are applied in single-ply configuration. From little use a decade ago, U.S. annual installation of modified bitimiens is now about 16 percent of membrane roofing [7]. Some projections indicate that their use by 1990 will be in the range of 27 to 33 percent of the area of membranes installed [5]. As an illustration of the rapid growth, the National Roofing Contractors

Association's Roofing Materials Guide [8] indicated that, in August 1987, 158 modified bitumen

products were available, whereas in February 1983, the number was 34. Baxter [9] has recently reviewed the field performance of modified bitumen membrane systems.

He stated that the overall performance has been acceptable, although not without problems. Some

of the problems that he described were rupturing, slippage, blistering, separations at membrane

flashing junctures, and lap separation and delamination. The CIB/RILE\f Committee on Elastomeric. Thermoplastic, and Modified Bitimiinous Roofing also has reported on performance [10]. The Committee members described performance as generally being good to excellent. They indi- cated that problems experienced included some rupturing, blistering, shrinkage, and seam separation.A major problem for the U.S. roofing industry has been the lack of consensus standards and

criteria for selection and use of the polymer-modified bituminous roofing membrane materials [9]. Although performance has been generally satisfactory for the limited period of time that they have

been available, the rapid growth in me has raised questions concerning long-term performance of

materials which may enter the market without adequate evaluation [11]. Although consensus stan- dards and related criteria for selection and use of the modified bitumens are not yet available in the

United States, many documents [12-17] have been developed in North America and Europe which

might provide the starting point for the U.S. industry. Also, a draft ASTM standard on methods for sampling and testing modified bitumens is presently under Subcommittee review [18]. The construction agencies of the U.S. Department of Defense (DOD) consider that benefits are

to be gained in having available alternative materials for fabricating membranes for low-sloped

roofing systems. However, they are reluctant to use the newer membrane materials such as the

modified bitiimens without having available selection criteria for guide specifications or other construction docimients. The development of such criteria through ASTM or other industry organizations is not expected to be complete for many months. Thus, DOD requested that the National

Institute of Standards and Technology (NIST) (formerly National Bureau of Standards/NBS) con- duct a study to provide interim criteria for use in military guide specifications. This report presents

the results of the study.

' These materials are frequently referred to as "modified bitimiens," which is a term often used in this report.

* CIB is a French acronym for Conseil International du Batiment pour la Recherche I'Etude ct la Dociunentation; RILEM

is a French acronym for Reunion Internationale des Laboratoires d'Essais et de Recherches sur les Mat6riaux et les Constructions.

1
1.2 Objectives

The objectives of this report are:

• to provide a listing of documents that pertain to the development of selection criteria for

modified bitumens, and to summarize the characteristics evaluated in the documents,

• to suggest selection criteria that may be used by the DOD construction agencies in the

absence of voluntary consensus standards in the United States,

• to provide data that may assist in the development of voluntary consensus standards.

1.3 Scope of the Study

The scope of the study focused on a review of standards and related documents (see sec. 2)

which may serve as the basis for the development of interim selection criteria. As a first step in providing data to support the development of the suggested criteria, limited testing was conducted

using typical commercially available modified bitumens.

The interim criteria suggested in the present report are not complete. When the study was

initiated, it was realized that gaps would probably exist in the initial criteria proposed on the basis

of a review of existing information. It was thought, at the time, that the available database for the

characterization and evaluation of modified bitumens would be insufficient to support a complete

set of criteria. For example, differing criteria on the same membrane property may be presented in two or more of the reference documents (existing standards), making it difficult to select one over

the other on an interim basis without supporting laboratory testing. The gaps in the suggested

criteria represent areas where research may be needed.

1.4 Perfonnance Specifications

The criteria suggested herein are generally presented in performance criteria format, as developed for roofing membrane materials by Mathey and Cullen [12]. A performance specification

defines a product in terms of the functions it is to perform; whereas a prescriptive specification

defines a product in terms of its constituents and their relationships to each other [19]. A perfor- mance specification is considered to describe a product less narrowly than a prescriptive specification. Nevertheless, as discussed by Frohnsdorff et al. [19], prescriptive specifications frequently

have the benefit of incorporating analyses (test methods) which can be conducted more rapidly than

performance tests. In this regard, prescriptive specifications may be used for generic product characterization or identification. The criteria suggested herein are primarily in performance criteria format, but are complemented with prescriptive criteria.

1.4.1 Performance Criteria Format

The format used for presentation of the suggested performance criteria is that developed for

bitimiinous built-up membranes in 1974 by Mathey and Cullen [12]. Their format for the perfor- mance approach had four key elements:

1. the requirement —a qualitative statement which describes what the membrane was to ac- complish.

2. the criterion —a quantitative expression of the level of performance which the membrane

should have to perform acceptably.

3. the test —the test method which was used to determine that the membrane conformed to the stated criterion.

4. commentary —to provide comment concerning an explanation of the reason for, or intent

of, the stated criteria.

2
1.5 Modifiers and Reinforcements for Modified Bitumens

The production of polymer-modified bituminous roofing membrane materials has been described in the literature [1-4]. The two primary modifiers currently used are: atactic polypropylene

(APP) polymer and styrene-butadiene-styrene (SBS) block copolymer [3]. The AFP modifier has

constituted about 25 to 30 percent of the bitumen blend; whereas the SBS modifier has comprised

about 8 to 14 percent of the blend [3]. The APP modifier is a plastomer, while the SBS modifier is an elastomer. In general, as described by Meynard [2], the modified bitumen displays elastomeric

properties if the modifier is an elastomer, and plastic properties if the modifier is a plastomer. As a consequence, the elastomer-modified bitumens are usually more flexible and have greater elasticity at low temperatures; whereas the plastomer-modified bitumens are stiffer and have greater resis- tance to high temperatures [2]. The two major reinforcing mats used in polymer-modified bituminous roofing membrane materials are fibrous glass and polyester [2]. These reinforcements may be incorporated alone or to- gether. As a consequence, the available membrane materials exhibit a wide variety of loadelongation properties ranging from high-strength/low-elongation to low-strength/high-elongation.

In conducting this study to present preliminary load-elongation and other criteria, the differ- ences in modifiers and reinforcements were considered. However, in keeping with the performance

concept, the suggested criteria are not divided along product lines varying by either modifier or

reinforcement.

2. STANDARDS AND RELATED DOCUMENTS FOR POLYMERMODIFIED BITUMINOUS ROOFING MEMBRANE MATERIALS

As iadicated in the introduction, a number of standards and related documents have been

developed for polymer-modified bitumens. It was considered that these documents could provide

the basis for interim criteria for DOD use until a volimtary consensus standard is available in the

United States. The standards and related documents reviewed during the present study, which

formed the basis of the suggested criteria, are listed in table 4. As is evident, table 4 includes

reference to the draft ASTM document^ on methods of test for the modified bitumens.

TaUe 4. Documents contaimng criteria applicable to bituminous roofing membranes

Designation HUe Reference BSS SS Preliminary Performance Criteria for Bituminous Membrane Roofing

[12]

UEAtc/Gen General Directive for the Assessment of Roof Waterproofing Systems[13]

UEAtc/SBS Special Directives for the Assessment of Reinforced Homogeneous Waterproofing

Coverings of Styrene-Butadiene-Styrene

(SBS) Elastomer Bitumen

[14]

UEAtc/APP Special Directives for the Assessment of Reinforced Waterproofing Coverings of

Atactic Polypropylene (APP) Polymer Bitumen

[15]

MRCA Recommended Performance Criteria for Modified Bitumen Roof Membrane Systems

[16]

CGSB Standard for Membrane, Modified, Bituminous,

Prefabricated, and Reinforced for Roofing

[17]

ASTM draft Standard Test Methods for Sampling and

Evaluating Modified Bituminous Materials for Roofing and Waterproofing

[18]

' Used with the permission of the Chairman of ASTM Committee DOS, which has responsibility for the draft

3
Table 5 presents a summary of the requirements incorporated in the standards and related

docxmients of interest. Note that the majority of the requirements pertain to the properties of the

finished membrane material. Other requirements are specific to a factory-applied membrane surfacing, the polymer-bitumen blend alone, and the reinforcement used for the sheet material.

Table 5. Summary of requirements given in the documents containing criteria applicable to bituminous roofing membranes

Document BSS 55 UEAtc UEAtc UEAtc MRCA CGSB ASTM

Requirement Gen SBS APP MB draft

Thickness X X X

Width X X

Mass per Area X z

Tensile Strength X X z X X X

Elongation X z X X X

Strain Energy z X X

Thermal Expansion X X

Dimen. Stability X X z X

Shrinkage X z

High Temp Stability z

Flexural Strength X

Fatigue Strength X X z

Puncture—Static X X z z X

Puncture — Dynamic X X z z z X

Impact X z

Abrasion z

Water Transmission X z

Moisture Content z

Moisture Absorption z z z

Tear Resistance X X z z

Pliability X X z z z z

(low-temp flex) Permeability X X z z z

Weathering Resist. X z z z z z

(durability) Heat Resistance X z z z

Chemical Resistance z

yrA. JL Jk A Seam Leakage X z z

Flow Resistance X X z z

Thermal Shock X X z z z

Cyclic Movement X z z

Plant Growth X

Temp-Induced Load z

Fire X X z z z

upiin y wmuf X X X z z

Peel (Wind) X X z

Peel (Wind) X X X

Foil Integrity X X

Granule Embedment X X z z

Coating Fines X X

Softening Point X X

Penetration z

Low-Temp. Flex. X z

Elastic Recovery z z

Reinfor. Mass X X

Stress/Elongation X X

4
From table 5, it is evident that the requirements for testing considered in the ASTM draft have

been included in many of the other documents referenced. Two exceptions are high-temperature

stability and moisture content which appear only in the ASTM draft. Because the primary intent of

the ASTM draft is to recommend test methods for characterization of membrane material as it is manufactured, the ASTM document does not include systems-related tests such as puncture resis- tance, cyclic movement, and strength of seams. In the development of the criteria suggested herein, chief consideration was given to the use of

test methods under review by ASTM. This approach was taken in order to promote compatibility

between interim criteria suggested in the present report and voluntary consensus requirements

likely to be recommended by ASTM Committee DOS. As the present report was under preparation,

the ASTM draft was near to consensus agreement at the Subcommittee level. It has been widely

debated, and few future changes are expected. To support the use of the ASTM draft methods in the suggested criteria, some preliminary testing was conducted in the present study. The results of

the tests conducted are presented in Appendix A.

3. SUGGESTED INTERIM CRITERIA

This section of the report presents interim criteria to assist in the selection and use of polymermodified bituminous roofing membrane materials. The criteria are divided into two categories: 1) prescriptive criteria concerning the characterization of the material as manufactured, and 2) perfor- mance criteria concerning properties associated with in-service behavior. In addition, a third cate- gory is provided whereby performance requirements are listed, but the associated criteria are not

yet suggested. In the latter case, as mentioned, it was considered that sufficient data were not

available to support suggesting criteria at this time.

3.1 Prescriptive Requirements for Characterization

Polymer-modified bitimiinous roofing membrane materials are produced in plants where quality control procedures may be applied to ascertain that they have certain physical, mechanical, and

chemical properties. A key step in the quality control process is testing xjsed to characterize the

product. Quality control testing is beneficial to both the manufacturer and consumer. Among other

factors, it assures a degree of uniformity of the product, and consistent properties from batch to batch. However, in the case of U.S. roofing products, specifications based on the quality control

tests historically provide only prescriptive criteria used to characterize the manufactiared product,

and do not consider the performance requirements of the membrane material in service [20]. One benefit of prescriptive criteria is that they provide a means to assure that the product

reaching the market has the selected property values agreed upon between seller and buyer. Moreover, as Frohnsdorff et al. [19] indicated, test methods for prescriptive criteria are often more

practical than performance tests for routine product characterization.

Some requirements may serve a dual role, relating both to prescriptive characterization and

performance of the material. An example is low-temperature flexibility. In this case, a product, as manufactured, may have a low-temperature flexibility inherently lower than that needed to perform

satisfactorily imder expected service conditions. Two ways of specifying the property value are apparent. First, the actual low-temperature flexibility point may be specified as a means of product

identification or characterization. Second, the specification may reference the low-temperature flexibility point considered necessary for acceptable performance, which any material should meet.

Quality control tests have been developed in Europe to characterize the properties of modified

bitumens [14,15]. Not only are the composite sheets characterized through these tests, but also the

individual components comprising the sheets such as reinforcements, modified-bitimien binder, and

protective surfacings.

5
Examples of the prescriptive characterization tests in the UEAtc documents (table 5) for poly- mer modified bitumens include [14,15]:

A) Membranes

• thickness

• width of sheet

• mass per imit area

• tensile strength and elongation at break

• tearing strength

• low-temperature flexibility

B) Polymer-Bitumen Blend

• fines content

• ring-and-ball softening point

• low-temperature flexibility

• elastic recovery

C) Reinforcements

• nature

• mass per unit area

• ultimate stress and elongation at break

At present, the ASTM draft document [18] on modified bitumens has included a number of

tests considered in the category of prescriptive requirements for membrane material characterization. The tests are:

• thickness,

• tensile load,

• tensile elongation,

• low-temperature flexibility, and

• tear resistance.

Requirements for characterizing modified bitumens using these five properties are included in the interim criteria as a complement to the suggested performance criteria. From table 5 it may be noted that the list of requirements in the ASTM draft is less than those

from the UEAtc documents for APP- and SBS-modified bitumens [14,15]. A contributing factor is that the UEAtc requires characterization of the bitumen blend and reinforcement, as well as the

composite sheet. Consideration of reqxiirements for bitimien blends and reinforcements was beyond

the scope of the present study. Future modification of the criteria suggested herein could consider

inclusion of reqxiirements pertaining to the polymer-bitumen blend or the reinforcement, as was

done in Europe.

Table 6 presents the suggested prescriptive requirements associated with the selected tests given in the ASTM draft. As seen in table 6, the reqijirements for thickness, tensile load, tensile elongation, low-temperature flexibility, and tear resistance are that the average* measured property

values of the membrane product, as supplied to the user, should not be less than (or where appropriate, greater than) a given percentage of the stated nominal values as described by the manufacturer

(perhaps in the product literature or in the NRCA Materials Guide) for the membrane material. This

approach is considered more practical for assuring that the material supplied to a DOD agency is that normally produced by the manufacturer, than if the requirement specified a minimum property

value. For example, take a hypothetical case that a sheet material have a required minimum thick- ness of 0.12 in (3 mm). In this example, a product usually maniifactured at 0.16 in (4 mm) could be

supplied at a thickness 25 percent thinner than normally produced, and still meet a specification

calling for a 0.12 in (3 mm) minimnm. Note that, in table 6, the requirements for thickness, low-temperature flexibility, and tear resis- tance have included a suggested limiting value for all products. These limiting values were based on

the results of tests in this study for typical commercially available material. These materials are considered representative of those avjdlable currently in the U.S. industry. Future experience could

result in suggested revisions of these limiting values.

The number of tests are as suggested in the proposed ASTM test methods.

6
Prescriptive criteria, specified according to the "nominal" property values, provide a means of

tighter control of the specified product. This is attractive for specifying modified bitumens, since so many materials are available, and collectively, their prescriptive properties cover a wide range of

values. This approach to specifying prescriptive requirements as related to described property

values is not novel, but has been used by the UEAtc [14,15]. A form of this approach has also been

used at ASTM. However, in the case of ASTM, the specification usually indicates that the specified

value of a given property be agreed upon between buyer and seller, with perhaps a minimum or maximum value being required.

Table 6. Prescriptive requirements for polymer-modified bituminous roofing membrane materials

ASTM

Property Prescriptive Reqairement MeUKxf

Thickness The average*" thickness shall not be less than 5% of the nominal value as stated by

the product manufacturer; the minimum

shall be 0.040 in (1 mm).

Sec. 5

Loa(f max. The average maximum load*" shall not be

less than 15% of the nominal value as stated by the product manufacturer.

Sec. 6

Elongation" at max. load The average elongation at maximum loacf" shall not be less than 20% of the nominal

value as described by the product

manufacturer.

Sec. 6

Elongation' at break The average elongation at break!* shall not be less than 20% of the nominal value as described by the product manufacturer.

Sec. 6

Low-Temperature Flexibility The low-temperature flexibilit/* shall not be more than 5 °F (3 °C) above the nominal the value as described by the product manufacturer, the maximum shall be 25°? (-4 "C).

Sec. 11

Tear Resistance The average tear resistance^ shall not be

less than 20% of the nominal value as described by the product manufacturer, the minimiim shall be 30 Ibf (130 N).

Sec. 8

•Method as given in the ASTM draft document [18]. As the present report was prepared, the ASTM draft was near to consensus agreement at the Subcommittee level. It has been widely debated, and few future changes are expected.

** Average of five measurements.

' In tension.

^ No cracking for five specimens.

3.2 Suggested Interim Perfonnance Criteria

This section of the report presents suggested interim performance criteria for modified bitu- mens. The list was based on reviewing the documents listed in section 2. Test methods referenced

from ASTM and UEAtc are given in Appendix B and Appendix C, respectively.

The membrane and system characteristics for which criteria are suggested are:

• dimensional stability

• fire resistance

• flow resistance

• hail impact resistance

• moisture content and absorption

• pliability

• strain energy

• uplift resistance

• weathering resistance— heat exposure.

7
Some of the criteria, notably those on fire, flow, hail, strain energy, and uplift pertain to the

modifled bitumen as used in the roof system. The remainder are specific to the membrane material

alone. It is realized that the list may be more extensive than DOD can conveniently apply to common use in guide specifications. One suggestion is that a core list of criteria be used in guide

specifications, and that it be complemented, as necessary, on a case by case basis with other criteria.

3.2.1 Dimensional Stability

Requirement The roof membrane shall not exhibit large irreversible dimensional change when

exposed to temperatures encountered under normally expected service conditions.

Criterion The linear dimensional change shall not be more than ±1%.

Test ASTM proposed method of test, section 10 [18]. Commentary Membrane materials may not be dimensionally stable, and undergo irreversible ex- pansion or contraction in service. For example, shrinkage can result in stress in the

membrane material and subsequent cracking, as well as loss of adhesion between

components. Expansion can result in unwanted ridges and buckles that may crack or

split, or be damaged by foot traffic and other user loads. Heat exposure is a major

environmental factor which may result in irreversible dimensional change.

3.2.2 Fire Resistance

Requirement The roofing system shall not pose an undue safety hazard when exposed to fire conditions.

Criterion The system shall meet the requirements specified by the applicable building code

concerning fire resistance (or local military regulations).

Test The test shall be conducted using nationally recognized procedures such as those

developed by ASTM, Underwriters Laboratories (UL), or Factory Mutual (FM).

Commentary Test procedures for fire resistance, developed by ASTM, UL, or FM, have been

widely used by the roofing industry, and are generally accepted by the construction

industry [12].

3.23 Flow Resistance

Requirement The roofing system shall resist slippage forces generated during service due to fac- tors such as roof slope and elevated temperature exposure.

Criterion No slippage (movement) shall occur, as tested. Test UEAtc M.O.A.T. No. 27, section 5.1.7 [13]. Commentary This test is intended for membrane systems installed with slopes. The test need not

be conducted on roof systems that have the membrane mechanically anchored in place.

Experience has shown that bituminous membrane materials may readily imdergo

slippage under certain conditions of use [21]. Slippage has been defined as "relative

lateral movement of adjacent components of a built-up membrane" [22]. Slippage occurs mainly in roofing membranes on a slope, sometimes exposing the lower plies to the weather [22]. It is associated with the viscosity of the bitumen and other

factors such as membrane surfacing and roof-top temperatures [21].

8
3.2.4 Hail Impact Resistance

Requirement The roofing system shall be capable of withstanding, without loss of waterproofing

integrity, normally encountered hail impact loads due to environmental exposure.

Criterion a) The roof membrane shall be able to withstand an impact of a 1.5 in (38 mm)

diameter hailstone falling at a speed of 112 ft/s (34 m/s) without allowing water

penetration [12]. or

b) The roof membrane shall withstand an impact of 22 Ibf-ft (30 J) from a freely

falling tup without allowing water penetration- Tests a) Hail impact— NBS hail resistance test, Building Science Series 23 and Building

Science Series 55. or

b) Falling Missile Impact -ASTM D 3746.

Commentary The hail impact criterion was first proposed for bituminous built-up membranes [12]. This test is of particular importance where the membrane is used in areas subjected

to hail storms. Koontz [23] has conducted comparative testing of newer roofing membrane materials using both the hail impact and falling missile tests. He reported that comparable

results were observed using the two procedures.

In cases where it is questioned whether the membrane material is no longer watertight after the impact test, a watertightness test [24] may be conducted.

3.2.5 Moisture Content and Absorption

Requirement The moisture absorbed by the membrane in service shall not adversely affect its performance over the service life of the system.

Criteria a) The moisture content of the membrane material shall not exceed 0.5 percent by

mass.

b) The water absorption of the membrane shall not exceed 1 gram (for the given

specimen size). Tests a) ASTM proposed method of test, section 8 [18]. b) ASTM proposed method of test, section 9 [18].

Commentary Experience has shown that elevated moisture contents in bituminous membrane materials may have an adverse effect on both proper application of the membrane and

also its performance in service [25]. The suggested criterion for water absorption was originally proposed in the MRCA Criteria [16] and the Canadian Standard [17]

for modified bitumens.

9
3.2.6 Pliability

Requirement The membrane material must be capable of being readily unrolled, flexed and bent

without damage during application imder normally expected environmental conditions. Criteria a) Low-temperature flexibility— The temperatme at which cracking occurs shall not be less than the temperature at which the membrane material is to be installed. b) Unrolling at low-temperature— The membrane material shall be unrolled with- out cracking or tearing at 32 (0 °C).

Test a) ASTM proposed method of test, section 11 [18]. b) UEAtc M.O.A.T. No. 27, section 5.4.3 [13]. Commentary Membrane materials are delivered to the job site in roll form where they are unrolled during installation imder temperature conditions which may reach 32 °F

(0 "C) or lower. Low temperatures can result in embrittlement of the membrane

material. Installation of the membrane should be avoided under low temperature

conditions below which it may be embrittled and consequently damaged, e.g., cracking or splitting. This is of particular concern with base flaslung materials whereby

extremely sharp bends may be imposed on the materials. In general, APP-modified

bitimiens and SBS-modified bitumens have low-temperature flexibility points less than 23 °F (-4°C) and 5°F (-15"C), respectively [14,15]. Under some circumstances, application of the membrane material might be conducted at air temperatures below the low-temperature flexibility point, provided adequate external heat can be provided to keep the material pliable.

3.2.7 Strain Energy

Requirement The roof membrane shall withstand, without rupture, the normal stresses imposed

from internal or external causes. Criterion The strain energy of the composite membrane material shall not be less than 3

Ibf'in/in^ (0.5 kN-m/m^ in the weaker direction of the membrane when tested at 0 "F

(—18 "C); in addition, the membrane shall remain watertight after elongation at 0 "F

( — 18 °C) to a percent at which the strain energy is equivalent to the criterion strain energy of 3 Ibf-in/in^ (0.5 kN-m/m^.

Test ASTM proposed method of test, section 6 [18]. Commentary This test should be conducted on the composite membrane. Only in cases where the

modified bitumen material is installed as a single-ply membrane should the test be

conducted on the single sheet alone. Certain membranes exhibit anisotropic behavior. Therefore, the results of tests in the

weaker direction should apply. Excessive elongation of the membrane may cause

cracking of the bitumen and loss of watertightness. Thus, a watertightness test is conducted at a percent elongation corresponding to the minimum strain energy.

Strain energy is a measure of the ability of the membrane to resist energy loads

before rupture. It is related to the toughness of the material, taking into consideration both strength and strain capacity of the membrane. It is determined in a tension

test as the area under the load-elongation curve. The CIB/RILEM Committee [10] has indicated that the load-strain product offers an approach for evaluation of a membrane's ability to resist expansion generated by

movement of the support below the membrane, but suggested that research is needed to provide the basis for use of the approach. Rossiter and Bentz [24] and Lee

and Dupuis [26] have investigated the use of strain energy as a performance criterion

for bituminous membranes. From their study, Lee and Dupuis proposed the use of

strain energy as a means of having a safety factor for a membrane's ability to resist energy loads. Wells [27] recently reported on the preliminary results of an analytical

study which indicated that a low strain energy value of 2 lbf*in/in^ (0.4 kN*m/m^

may not be universal to all membrane materials. The criterion suggested above, 3

lbf*in/in^ (0.5 kN-m/m^), was previously given as preliminary and that further re- search may provide a revised value of strain energy as a performance criterion [24]. Note that units of strain energy given herein accoimt for gage length and widUi of

the test specimen.

10
3.2.8 Uplift Resistance

Requirement The roof system shall withstand design uplift forces without adverse effect. Criterion The system shall meet the requirements specified by applicable building codes con- cerning uplift resistance (or local military regulations).

Test The test shall be conducted using nationally recognized procedures developed by

ASTM, Underwriters Laboratories (UL), or Factory Mutual.

Commentary Test procedures for uplift resistance, developed by ASTM, UL, or FM, have been

widely used by the roofing industry, and are generally accepted by the construction

industry [12]. The requirement for uplift resistance will depend, among other factors, on the local wind conditions to which the roofing system will be exposed. Some

local jurisdictions may have code requirements more stringent than national model

codes because of local wind conditions.

3.2.9 Weathering Resistance —Heat Exposure

Requirement The membrane shall be capable of sustaining exposure to normally encountered

temperatures without significant loss of performance properties.

Criteria a) Load-elongation properties —the load-elongation properties shall not change by more than 15 percent from those determined for the unexposed material.

b) Low-temperature flexibility— the low-temperature flexibility of the exposed

membrane material shall not exceed 32 (0 "C).

c) Strain energy— the strain energy of the membrane incorporating the heat aged

modified sheet shall not be less than 3 Ibtin/in^ (0.5 kN-m/m^.

Test ASTM proposed method of test, section 12 [18]. Commentary European experience has indicated that, for modified bitumens, oxidation in air is considered to be a major agent causing the deterioration of the membrane material

[2,13-15,28]. This property is evaluated using a heat aging test in air. The ASTM

draft list of test methods for modified bitumens has included a heat aging procedure

and suggests determining load, elongation, strain energy, and low-temperature flexi- bility before and after exposure.

The criteria suggested for these properties have had considerable use in the roofing

industry. The criterion for changes of load-elongation properties was included in the

MRCA criteria [16]. The criterion on low-temperattire flexibility was included in the

UEAtc documents [14,15]. A previous NBS (now NIST) study [23] has suggested

that the strain energy of exposed membrane materials not be less than 3 Ibf'in/in^ (0.5

kN-m/m^.

3.3 Needed Criteria for Future Development

The membrane requirements for which criteria are considered to be needed, but were not developed in the present report are:

• cyclic (substrate) movement resistance

• durability of protective surfacings

• puncture resistance

• seam strength

• slippage resistance of base flashings

• tear resistance

• water transmission resistance

• weather resistance (except heat exposure).

Because of the importance of having criteria for these requirements, an initial step in outlining

performance criteria using the standard format was imdertaken, but the criteria themselves were not proposed. With the exception of cyclic movement resistance, for each of the requirements listed above, the criteria are described as "not established." In most cases, test methods upon which the

11
criteria may be based have been suggested. In a few cases, the test methods are also noted as "not

established." As previously indicated, a benefit in presenting this outline of needed criteria is to define the gaps for future criteria development and the needs for research to develop performance

data. As future development of the criteria continues, the results should be incorporated into DOD

guide specifications.

33.1 Cyclic Movement Resistance

Requirement The roofing membrane shall resist the movement of the membrane substrate encountered during normal service conditions without splitting, tearing, cracking, or undue

deformation.

Criterion When tested, no loss of waterproofing through splits, cracks, tears, buckling, and

similar defects shall occur in the membrane. In addition, total loss of adhesion of the

membrane material to the substrate shall not occur. Test UEAtc M.O.A.T. No. 27, section 5.1.8 [13]. Commentary The CIB/RILEM Committee has considered that the ability of roofing membranes

to withstand expansion and contraction generated by cyclic movement of the membrane substrate is among the more important properties concerning membrane

performance [10]. Factors influencing cyclic movement resistance include the amplitude and frequency of the cycle, and the temperature of the test. Characteristics of

the polymer-modified bitimiinous roofing membrane materials which affect their

performance in cyclic movements tests are the type of reinforcement and its location

in the sheet, as well as the bitumen itself. The evaluation of the ability of modified

bitumens to resist cyclic movement may allow the classification of these materials

into categories depending upon the extent of expected movement in service [10]. The UEAtc evaluation procedure [13] in the test procedure allows for minor cracking and buckling (no loss of watertightness), or partial loss of adhesion to occur

during the test. Guidance is given that such occurrence should be evaluated on an

individual basis. This test is not conducted on loose-laid membranes.

This test for resistance to cyclic movement has received little attention in the U.S.

roofing industry. Data are needed to support the suggested criterion and implement

its use. It should be kept in mind that the suggested criterion comes from Europe

(UEAtc General Directives), as have many of the modified bitumens on the U.S.

market. The products of European origin may have undergone cyclic movement

evaluation imder the Agr6ment system in Europe.

33.2 Durability of Protective Surfacings

Requirement Factory-applied protective surfacings on polymer-modified bituminous roofing

membrane materials shall provide protection to the membrane over the service life of the roof system.

Criteria a) Granular protection— not established.

b) Foil protection— not established. Tests a) Granular protection— ASTM proposed method of test, section 15 [18]. b) Foil protection- CGSB method of test, section 7.2.6 [17]. Commentary Many of the modified bitumens have a factory applied surfacing to provide protection from ultraviolet radiation. The typical surfacings are roofing granules and metal

foils. The surfacing should remain intact over the service life of the membrane to prevent premature deterioration. Loss of factory-applied protective surfacings in service could result in rapid deterioration of the membrane. The test procedure for

foil proteotion was included in both the MRCA [16] and CGSB [17] documents. Of

the two, only the CGSB standard had a requirement for granule embedment.

12
333 Puncture Resistance

Requirement The roofing system shall be capable of withstanding, without loss of integrity, the

normally encountered static and dynamic puncture loads due to use and environmental exposure.

Criteria a) Static puncture— not established.

b) Dynamic puncture— not established. Tests a) Static puncture -UEAte method of test, section 5.1.9. b) Dynamic puncture— French standard NF P 84-353.

Commentary The CIB/RILEM Committee [10] considered that puncture resistance is a key per- formance characteristic to be included in the evaluation of roofing membrane materials. Puncture loads may either penetrate the waterproofing integrity of the

membrane, or result in undue deformation [13]. Puncture loads may arise from two

sources: environmental exposure (e.g., falling tree limbs) and use of the roof (e.g., foot traffic).

Both static and dynamic puncture loads should be considered. Static loads are both

relatively short term (e.g., foot traffic) and long term (e.g., ladders). Dynamic loads are of the impact type (e.g., dropping of tools). Two factors which influence puncture resistance are softening of the membrane material at elevated temperatures and

the possible deformation of the membrane sup|>ort.

The test procedures listed above have been recommended by the CIB/RILEM

Committee. Criteria have not been established, but the Committee suggested that membranes may be classified in an increasing order of puncture resistance using the

cited tests.

33.4 Seam Strength

Requirement Seams in single-ply membranes shall be watertight over the service life of the membrane.

Criterion

Test

Not established.

Not established.

Commentary The ability of seams in single-ply membranes to remain watertight is critical, since a delamination will result in a roof leak. Note that some modified bitumens are employed in single-ply roofing configurations. Evaluation of this property is not needed

in cases where the modified bitumen is used in a multi-ply system.

Both the UEAtc general directives [13] and MRCA criteria [16] have included seam

characterization using a lap-shear test. Recent investigations of the use of the lapshear test for evaluating the quality of adhesive-bonded seams in rubber membranes

indicated that the procedure is not sensitive to various application conditions ex- pected to affect bond strength adversely [29]. Considering this finding, the use of the

lap-shear test for evaluating seams of modified bitumens is not included in the crite- ria in the present report. It is considered that the applicability of this test method or an improved method needs to be established.

13
Slii^>age Resistance of Base Flaidiings

Requirement When used as base flashing, the modified bitumen material must be capable of resist- ing creep and tearing forces generated under service conditions.

Criterion Not established.

Test ASTM proposed method of test, section 15 [18]. Commentary In addition to their use as membrane materials, modified bitimiens are also used as base flashings on vertical surfaces. The base flashing should remain in place without

undue slippage and tearing at mechanical fasteners which may be used to secure the

flashing in place. This property is temperature dependent. Elevated temperatures

may soften polymer modified bitxmiens producing slippage, drippage, accelerated

creep, and lowered resistance to tearing. Research is needed to provide the data to

establish the criterion.

33.6 Tear Resistance

Requirement The membrane material shall have sufficient strength to allow handling without

damage under normal installation conditions, and withstand normally expected tear loads encoimtered in service.

Criterion

Test

Not established.

Not established; suggested tests are the ASTM proposed method of test, section 7

[18], and the UEAtc procedure [13]. Commentary Roof systems are installed under a variety of environmental conditions using extensive manual labor that can impart tear loads through tugging and pulling during

application. Membrane materials with low tear resistance may not adequately sur- vive the rigors of installation and be easily damaged during handling on site. Membranes, particularly those partially attached, may be subjected in service to tear

' forces because of factors such as wind flutter, shrinkage, and thermal movement.

The CIB/RILEM Subcommittee has recommended that the UEAtc procedure be

used to evaluate this property. However, no criterion was suggested. Measurements

and analysis of tear forces in service may be needed to help provide a basis for the

criterion.

33.7 Resistance to Water Transmission

Requirement The roofing membrane shall prevent the penetration of water through the roofing

system.

Criterion The membrane shall be watertight, as tested. Test Not established; suggested tests include those in the UEAtc [13], MRCA [16], and

CGSB [17] documents.

Commentary The ability of the membrane to keep the roof watertight is its basic function. Unwanted pinholes may be incorporated into the membrane material during manufactm-e and provide pathways for water transmission into the system. This criterion is intended to evaluate this property.

Since pinholes may expand upon heating and possibly lower the resistance of the

membrane material to prevent water transmission, it may be of interest to evaluate

this property after subjecting the membrane material to temperatures comparable to those encountered during application to its substrate. A test procedure is not suggested at this time from those available, because of the

subtle differences which exist between those listed above. For example, a water

colunm (head of water) test is normally used. However, the height of the column

differs in each of the cited tests. In addition, the utility of a water column test for

detecting pinhole faults in membranes has been questioned [30].

14
33.8 Weathering Resistance (except heat exposure)

Requirement The membrane material shall be capable of sustaining exposure to normally encountered environmental agents including ultraviolet (UV) radiation, moisture, chemical

pollutants, and fungus without significant loss of performance properties.

Criteria a) UV exposure— not established.

b) Moisture exposure— not established.

c) Chemical exposure— not established.

d) Fungus growth—not established. Tests a) UV exposure— not established.

b) Moisture exposure— not established.

c) Chemical exposure— not established.

d) Fungus growth— not established.

Commentary During service, roofing membrane systems are subjected to a wide variety of environmental agents such as temperature, ultraviolet radiation, moisture, gases, and

chemical pollutants which can cause deterioration of performance properties. Research is needed to develop predictive methodologies for evaluating the long-term

serviceability of membrane materials [11]. At present, the ASTM draft list of methods includes a UV resistance test. Because experience in applying the test to modified bitumens is limited, the ASTM draft proposal on UV resistance is not included

in the present document.

When considering weathering tests, the European experience with modified bitu- mens offers some approaches that may be considered in performance tests: a) ultraviolet radiation . The upper surfaces of modified bitumens may or may not be

left exposed depending upon the membrane system. In the UEAtc system [14,15],

consideration of the potential deleterious effects of UV radiation is considered necessary in cases where the top ply of the membrane is directly exposed to solar radiation. It is noted that SBS membrane materials normally have a protective covering;

whereas APP membrane materials are used, at times, directly exposed to the sun without a covering.

The UEAtc documents [14,15] consider that the resistance to UV radiation is deemed satisfactory if the membrane:

1) is used imder aggregate surfacing, or

2) contains its own protection (Le., granules or foil) incorporated during

manufacture.

In these cases, the UEAtc documents do not contain requirements for conducting

UV tests. b) moisture. Moisture is considered to be among the key environmental factors

causing deterioration of building materials. European experience with modified bitu- mens has indicated that water has not, in general, adversely affected the perfor- mance characteristics of the modified bitumens, provided that the reinforcement is sufficiently impregnated and coated. The UEAtc documents [14,15] indicated that

testing of modfied bitumens is carried out only in cases where concern exists that water could have an adverse effect on an individual product. Key changes in perfor- mance characteristics of the membrane material considered to be affected are loss of: 1) low-temperature flexibility,

2) bitumen adhesion to the reinforcement, and

3) granule embedment.

c) chemical agents. Depending upon building use and location, a roofing system

may be subjected to chemical agents such as industrial oils, and environmental pollutants which could adversely affect performance. This property has received little attention in Europe. For example, the UEAtc special directives [14,15] have no

requirements for evaluating the resistance to chemical agents. The MRCA document

[16] suggests that, when chemical resistance is of concern, the membrane manufacturer be asked to provide a list of agents that may be harmful.

d) fungal growth . Experience has shown that certain environmental conditions may

promote the growth of fungus on the roof surface. In cases where concern exists that fungal growth could occur, the resistance of the membrane (or its protective surfac- ing) should be evaluated. The European documents do not address this criterion

[14,15]. Procedures need to be developed.

15
4. SUMMARY AND CONCLUSIONS

This report has presented the results of a study to develop interim criteria for the selection of

polymer-modified bituminous roofing membrane materials. The criteria are intended for use by the

construction agencies of the Department of Defense in specifying modified bitumens until voluntary

consensus standards are developed in the United States. The criteria were suggested on the basis of performance considerations for low-sloped roofing.

Thus, the suggested interim criteria were generally presented using a performance criteria format.

This format was first developed in the early 1970s for bituminous built-up membranes. Although the

various products available to the U.S. roofing industry may use different polymer modifiers and

reinforcements, the suggested criteria are not divided into classifications based on modifier or rein- forcement. Future expansion of the performance concept to modified bitumens may allow their

classification into categories concerning performance properties, e.g., low or high resistance to puncture or cyclic movement. Such classification could reflect differences between modifiers or

reinforcements.

Prescriptive criteria for five membrane characteristics were used to complement the suggested

performance criteria. These characteristics were thickness, tensile load, tensile elongation, low-temperature flexibility, and tear resistance. The approach of using complementary prescriptive criteria was taken to incorporate into the performance criteria test methods which can be relatively rapidly

performed for characterization or identification of the membrane material. Table 7 provides a smnmary of the prescriptive and performance criteria and tests suggested in the study.

Table 7. Summary of suggested prescriptive and performance criteria for modified bitumens

Requirement Test Method Criterion

Thickness ASTM draft. Sec. 5 not <5% of the nominal value, 40 mil

(1 mm) minimum

Load, max. ASTM draft. Sec. 6 not <1S% of the nominal value Elongation (max. load) ASTM draft. Sec. 6 not <20% of the nominal value Elongation (break) ASTM draft. Sec. 6 not <20% of the nominal value Low-Temperature Flexibility ASTM draft. Sec. 11 not >5 °F (3 "C) of nominal, 25 °F (— 4 "C) maximum

Tear Resistance ASTM draft. Sec. 7 not <20% of the nominal value 30 Ibf (130 N) minimum

Dimensional Stability ASTM draft. Sec. 10 max. change, ±1%

Fire Resistance Flow Resistance

Hail Impact

Moisture Absorp.

Moisture Content

Pliability

Strain Energy

Uplift

Weather Resist Heat Exposure

ASTM, UL or FM test UEAtc No. 27

Sec. 5.1.7 NBS BSS 55

or ASTM D 3746

ASTM draft. Sec. 9 ASTM draft. Sec. 8

a) ASTM draft. Sec. 11

b) UEAtc No. 27

Sec. 5.4.3. ASTM draft. Sec. 6 ASTM, UL or FM test ASTM draft. Sec. 12

conform to applicable code no slippage

1.5 in (38 mm) hail stone at 112 ft/s (34 m/s) without water penetration

22 Ibf-ft (30 J) without water

penetration

1 gram (per specimen), max. 0.5% by mass, max. no cracking at tenxperatures of ^jpUcation no cracking or tearing when

iinroUedat32 •F(0'C)

not less than 3 Ibf-in/in^ (0.5 kN-m/m^

conform to applicable code 15% max. change of load-elongation;

low-tenq)erature flexibility not to exceed 32 "F (0 "C); strain energy not

less than 3 Ibf-in/in^ (0.5 kS-m/w?).

16
In addition to the criteria in table 7, other membrane requirements were listed for future

development of criteria, but criteria were not suggested at the present. The criteria needed for future development were provided in performance criteria format to indicate the gaps in the knowledge base. Table 8 lists the membrane requirements for which criteria were not proposed. Lack of an acceptable database in the existing standards precluded suggesting completed criteria for these

requirements at this time. Nevertheless, it was considered beneficial to present the needed criteria as a first step toward directing future research for standards development concerning the modified

bitumens.

In concluding the study, it is recommended that:

1) the criteria in table 7 be incorporated into guide specifications developed by DOD for use of modified bitumens, and

2) research continue to address completion of the proposed criteria given in table 8.

Table 8. Summaiy of modified bitumens for which criteria have not been proposed

RcqDirement Test Method Criterion

Cyclic Movement* UcAtC iNO. 11 no tears, cracks, or wnnklcs: no total loss of adhesion

Durability, Granules ASTM draft. Sec. 15 not established

Durability, Foils CGSB, Sec. 7.2.6 not established

Pimcture, (static) UEAtc No. 27, Sec. 5.1.9 not established

Puncture, (dynamic) French Std., NF P 84-353 not established Seam Strength not established not established

Slippage of Base Flashing ASTM draft. Sec. 15 not established Tear Resistance not established not established Water Transmission not established the membrane shall be

watertight as tested

Weathering (UV) not established not established

Weathering (moisture) not established not established

Weathering (chemical) not established not established

Weathering (fungus) not established not established

•Although a criterion is proposed for this requirement, a database is lacking at this time for implementation of the suggested criterion.

5. ACKNOWLEDGMENTS

This investigation was conducted under the Tri-Service Building Materials Investigational

Program. It was jointly sponsored by the Headquarters, U.S. Army Corps of Engineers (COE);

U.S. Navy, Naval Facilities (NAVFAC) Engineering Command; and Headquarters, U.S. Air

Force, Engineering Division. The encouragement and support of Rodger Seeman (COE) and James

Long (NAVFAC) were greatly appreciated. The authors also acknowledge with thanks the assis- tance of their NIST colleagues who provided reviews of a draft of this report: G. Frohnsdorff, L. Masters, R. Mathey, and M. McKnight. Thanks are also expressed to R. Alumbaugh, Naval Civil

Engineering Laboratory (NCEL), Port Hueneme, CA for his review of a draft of the report.

During the study, NIST research staff requested assistance from members of industry associations active in the development of standards for modified-bitumens. Special thanks are extended to these individuals for their valuable contributions in commenting on the plan proposed for conducting the study and/or for providing comments on a draft of this report. These individuals (and the

organization represented) are: Gaylon Baumgardner (ASTM/SPRI) Thomas Murray (ASTM)

Kent Blanchard (ASTM) David Richards (ASTM)

Peter Colarusso (ASTM) Eugene Scott (ARMA)

WiUiam Cullen (NRCA) Pino Vidozzi (ARMA)

Helene Hardy Pierce (ASTM) Steven Wing (ARMA)

17
6. REFERENCES

[1] Johnson, Ray, "History and Development of Modified Bitumen," Proceedings, 8th NBS/NRCA Conference on Roofing Technology, National RooGng Contractors Association, Rosemont, IL (1987), pp. 81-84.

[2] Meynard, Jean-Yves, "Modified Bitumens: What to Look For," in "The Single-Ply Roofing Membrane," National Roofing Contractors Association, Rosemont, IL (1983), pp. 14-16.

[3] Dupuis, R.M., "Test Results and Trends for EPDMs and Modified Bi^amens," 1986 Handbook of Commercial Roofing

Systems, HBJ Publications, Cleveland, OH (1986), pp. 11-12.

[4] Porcher, Joel P., Jr., "Advantages, Limitations, and Selection of Modified Bitumen," Proceedings, 8th NBS/NRCA

Conference on Roofing Technology, National Roofing Contractors Association, Rosemont, IL (1987), pp. 75-80.

[5] Liftig, Deborah Currier, "Modified Bitumen Growth Expected," Contractors Guide, Vol. 9, No. 12 (December 1986), pp. 26-29.

[6] Rossiter, Walter J., Jr., "Single-Ply Roofing -A Decade of Change," ASTM Standardization News, Vol. 13, No. 9 (September 1985), pp. 32-35.

[7] Cullen, William, "Project Pinpoint Finds Single-Plies Dominating," The Roofing Spec, (August 1987), pp. 19-20.

[8] Roofing Materials Guide, Vol. 11, (August 1987), National Roofing Contractors Association, Rosemont, IL.

[9] Baxter, Richard P., "Field Performance of Polymer-Modified Bituminous Roofing Membranes," Proceedings, 8th NBS/ NRCA Conference on Roofing Technology, National Roofing Contractors Association, Rosemont, IL (1987), pp.

85-90.

[10] "Elastomeric, Thermoplastic, and Modified Bitumen Roofing," A Technical Report of CIB W.83 and RILEM 75-SLR

Joint Committee, Materials and Structures, Vol. 19, No. 112 (July /August 1986), pp. 323-330.

[11] Rossiter, Walter J., Jr. and Mathey, Robert G., "A Methodology for Developing Tests to Aid Service-Life Prediction of Single-Ply Roofing Membranes," Proceedings, 7th NBS/NRCA Conference on Roofing Technology, National Roofing Contractors Association, Rosemont, IL (1983), pp. 4-11.

[12] Mathey, Robert G. and Cullen, William C, "Preliminary Performance Criteria for Bitimiinous Membrane Roofing,"

National Bureau of Standards (U.S.), Building Science Series 55 (November 1974), 12 pages.

[13] European Union of Agrdment, "General Directive for the Assessment of Roof Waterproofing Systems," M.OA.T. No.

27: 1983, (January 1983), Paris.

[14] European Union of Agrdment, "Special Directives for the Assessment of Reinforced Homogeneous Waterproofing

Coverings of Styrene-Butadiene-Styrene (SBS) Elastomer Bitumen," M.OA.T. No. 31: 1984, (August 1984), Paris.

[15] European Union of Agrdment, "Special Directives for the Assessment of Reinforced Waterproofing Coverings of

Atactic Polypropylene (APP) Polymer Bitumen," M.OA.T. No. 32: 1984, (August 1984), Paris.

[16] "Recommended Performance Criteria for Modified Bitumen Roof Membrane Systems," Technical Docimient MB-30,

Midwest Roofing Contractors Association, Kansas City, MO (1983).

[17] "Standard for Membrane, Modified, Bituminous, Prefabricated, and Reinforced for Roofing," Canadian General Stan- dards Board, 37-GP-56M (July 1980).

[18] ASTM Draft, "Standard Test Methods for Sampling and Testing Modified Bituminous Sheet Materials Used in Roofing and Waterproofing," under ASTM Committee D08, Subcommittee D08.04 review (November 1987).

[19] Frohnsdorff, Geoffirey, Brown, Paul W., and Pielert, James H., "Standard Specifications for Cements and the Role in Their Development of Quality Assurance Systems for Laboratories," Proceedings, 8th International Conference on the Chemistry of Cement, Rio de Janeiro, Vol. VI (22-27 September 1986) pp. 316-320.

[20] Cullen, W.C., "A Performance Approach to Quality Roofing Membranes," Materials and Structures, Vol. 17, No. 100

(July-August 1984), pp. 333-338.

[21] Cramp, A.P., 'Mullen, W.C., and Tryon, M., "Slippage of Built-Up Roof Membranes: Causes and Prevention," NBS

Report 10 950 i'November 1972), 90 pages.

[22] ASTM D 1079, Standard Definition of Terms Relating To Roofing, Waterproofing, and Bituminous Materials,"

Annual Book of ASTM Standards, Vol. 04.04, ASTM, Philadelphia, PA (1986).

[23] Koontz, Jim D., "A Comparative Study of Dynamic Impact and Static Loading of One-Ply Roofing Assemblies," in Roofing Research and Standards Development, ASTM STP 959. Critchell, RA., Ed., ASTM, Philadelphia, PA (1987), pp. 23-52.

[24] Rossiter, Walter J., Jr. and Bentz, Dale P., "Strain Energy of Bituminous Built-Up Membranes: An Alternative to the

Tensile Strength Criterion," National Bureau of Standards (U.S.), NBSIR 86-3418 (September 1986), 67 pages.

[25] Busching, Herbert W., Mathey, Robert G., Rossiter, Walter J., Jr., and Cullen, William C, "Effects of Moisture in Built-Up Roofing: A State-of-the-Art Literature Survey," National Bureau of Standards (U.S.), Technical Note 965

(July 1978), 78 pages.

[26] Lee, Jim W. and Dupuis, Rene M., "A Performance Evaluation of Modified Bitumen Roof Membranes Using the Strain Energy Approach," Research Report, Structural Research, Inc., Madison, WI (January 1987), 99 pages.

[27] Wells, James R., "Strain Energy as a Membrane Performance Measure," Proceedings, Mathematical Modeling of Roofing Systems, Oak Ridge National Laboratory (15 September 1988), 8 pages.

[28] Marechal, J.C., "Methods for the Study of Aging of Bitumen-Polymer SBS Materials," Proceedings, 2nd International Conference on the Durability of Building Materials and Components, National Bureau of Standards, Gaithersburg, MD

(14-16 September 1981), pp. 452-462.

[29] Rossiter, Walter J., Jr., "The Effect of Application Parameters on Adhesive-Bonded Seams in Single-Ply Membranes,"

Proceedings, 2nd International Symposium on Roofing Technology, National Roofing Contractors Association, Rosemont, IL (September 1985), pp. 383-390.

[30] Rossiter, Walter J., Jr. and Bentz, Dale P., ibid., p. 27.

18
APPENDIX A. PRELIMINARY DATA ON TYPICAL POLYMERMODIFIED BITUMINOUS ROOFING MEMBRANE MATERIALS

A.1 INTRODUCTION

During this study, limited laboratory testing was conducted on five typical modified bitumens

that were commercially available in the U.S. roofing industry. The five products are described in table Al. As is evident, two of the membrane samples were APP-modified, and two were SBS-modified. The fifth sample was a self-adhering membrane material that had an SBS-type modifier.

The tests were conducted to compare the proposed interim criteria with properties of typical

commercially-available modified membrane samples. Because the scope of the study was to suggest

criteria for selecting polymer-modified bitumens based on a review of existing standards and related

documents, the testing conducted on the membrane samples was limited. For example, load-elongation tests were only conducted on the sheets in their transverse (or cross-machine) direction.

Table Al. Mcxlified bitumen samples included in the study

Sample No. Membrane Material

1. Atactic-propylene (APP) modified; no surfacing

2. Atactic-propylene (APP) modified; no surfacing

3. Styrene-butadiene-styrene (SBS) modified;

surfacing consisting of white granules

4. Styrene-butadiene-styrene (SBS) modified; no surfacing; this sheet

is only used as a base ply in a 2-ply membrane

5. Styrene-butadiene-styrene (SBS) modified; self-adhering material with a surfacing consisting of a white polymeric film

This Appendix presents the results of the limited tests (tables A2-A13). The membrane characteristics examined were thickness, tensile strength, tensile elongation, low-temperature flexibility, tear resistance, dimensional stability, moisture content, and strain energy. Each of these tests was

conducted according to the method cited in table 7 of the main body of the report. The data were

used in support of the prescriptive criteria suggested in table 7. In addition, heat and UV exposure

tests were conducted according to the proposed ASTM methods.

Al
A.2 RESULTS

A.2.1 Thickness

The results of the thickness are given in table A2. The membrane materials ranged from as thin

as 0.04 ID (1 mm) to as thick as 0.16 in (4 mm). For any specimen, the variation in measured

thickness did not exceed 4 percent. This reflects the automatic control that modern roofing plants use to monitor and adjust the thickness of the factory-fabricated membrane material. Based on these

results, it is suggested in the criteria (table 6) that the average thickness of a product not be less than

5 percent of the nominal value stated by the manufacturer.

Table A2. Thickness of the test specimens'

Thickness Sample in mm cov*

No. range av range av %

1. 0.153-0.160 0.157 3.89-4.06 3.99 1.7

2. 0.146-0.156 0.153 3.71-3.96 3.89 2.7

3. 0.156-0.158 0.156 3.96-4.01 3.97 0.6

4. 0.087-0.093 0.090 2.21-2.36 2.28 3.5

5. 0.042-O.046 0.044 1.07-1.17 1.12 4.0

* Average of five measurements, ASTM draft. Sec. 5. COV indicates coefficient of variation.

A.2.2 Tensile Strength

Table A3 presents the tensile strength (load) results for tests conducted at both 73 (23 "C)

and 0 "F ( — 18 "C). For these tests, "dog-bone" specimens were used instead of strip specimens as suggested in the ASTM draft [18]. The results indicated that, as was expected [24], the materials were stronger at the lower temperature. At 0 **F ( — 18 "C), the strength ranged from 39 to 218 Ibf/in

(6.9 to 38 kN/m). This finding is consistent with published data on the load-elongation properties of

the modified bitumens that indicate a wide range of strength [24,26].

Note that most of the samples in table A3 had coefficients of variation of 10 percent or less. For

one measurement, the variation was 14 percent. These results were used to support the suggested

load criterion that the average value not be less than IS percent of the nominal value stated by the

manufacturer.

Table A3. Tensile strength of the specimens tested at 73 and 0 'F (23 and - 18 °Q before laboratory exposure*

Load, mar

Sample Ibf/in kN/mm COV

No. range av range av % ^ 1. 106-126 113' 19 -22 20* 8.4 54- 63 60 9.4-11 11 5.4 a 3. 48- 58 54 8.4-10 9.5 7.9

f- 4. 11- 16 14 1.9- 2.8 2.3 14 P 5. 56- 60 58 9.8-11 10 3.2

6" 1. 193-240 218 34 -A2 38 10

°oo 2. 106-128 114 19 -22 20 7.4 7 3. 70- 90 80 12 -16 14 11 ^ \

37- 42 39 6.5- 7.4 6.9 5.2 o 5." 67- 77 74 12 -14 13 5.2 'Average of five measurements (unless otherwise indicated), ASTM draft. Sec. 6; tests conducted on the transverse

direction of the sheet COV indicates coefficient of variation.

' Average of four measurements.

< Specimen did not break; test terminated at 50 percent elongation due to lack of space in the cold chamber.

A2
A.23 Elongation

Table A4 presents the percent elongation results for tests conducted at both room temperature

£ind 0 °F ( — 18 "C). For samples 2, 3, and 4, the elongation decreased as the temperature decreased.

Sample 1 showed little variation of elongation for the two test temperatures. This observation was

not surprising, as it was noted for a modified bitumen in a previous study [24]. Sample 5 could not be extended to its maximum at 0 °F (- 18 °C) because of lack of extension space in the cold chamber. In this case, specimen elongation had reached 50 percent, when the test was terminated.

Table A4. Elongation of the specimens under tensile load tested at 73 and 0 "F (23 and - 18 "C) before laboratory exposure*

Elongation, %

Sample At Maximum Load COV At Specimen Break cov*

No. range av % range av %

c _c _ _ _c 1.&- 2.2 2.0^ 9.9 ?i 34-40 37 7.1 38-46 42 9.7 E 3. 33 - 47 39 14

4. 1.5- 2.6 2.2 9.1- 9.9 9.6" 3.8 5 5. 97 -177 139 29 136 -177 157 12

o I- 1.9- 3.1 2.3 23

6.6- 12 8.0 42 7.9- 14 12 22 7 3. 20-34 29 19

4. 1.8- 2.7 2.2 17 o 5. NA" 50'

•Average of five measurements (unless otherwise indicated), ASTM draft. Sec. 6; tests conducted on the transverse

direction of the sheet. COV indicates coefficient of variation.

' The dash lines indicate that the maximum load occurred essentially (within 10%) at the end of the test

^ Average of four measurements.

" Not applicable; specimen did not break; test terminated at 50 percent elongation due to lack of space in the cold chamber.

'All tests terminated at 50 percent elongation.

As is evident from table A4, depending on the temperature, the elongations of the five samples

varied considerably, ranging from about 2 percent (Samples 2 and 4) to over 150 percent (Sample 5)

at break. The greatest coefficient of variation was 23 percent. Consistent with this finding, it was

suggested (table 6) that the average measured elongation not be less than 20 percent of the nominal

value stated by the manufacturer.

A.2.4 Low-Temperature Flexibility

The values of low-temperature flexibility determined for the test samples are given in table A5.

They ranged from 23 °F (-5 "C) to less than -30 °F (-34 °C). The APP-modified samples (Nos.

1 and 2) had higher values than the SBS-modified samples (Nos. 3-5). The results were consistent

with literature citations that low-temperature flexibility points of APP and SBS materials are nor- mally less than 25 °F (-4 °C) and 5 ''F ( - 15 °C), respectively.

Table A5. Low-temperature flexibility of the test specimens before laboratory exposure*

Sample Lowest Temperature at Which Cracking Did Not Occar

No. °F °C

1. 23 -5

2. 8 -13

3. -2 -19

4. -23 -30

5. <-3(f' <-34''

•Test of five specimens, ASTM draft. Sec. 11; the low-temperature flexibility value was that temperature at which none

of the five specimens cracked.

* Test was not conducted below this temperature.

A3
A.2.5 Tear Resistance

The results of the tear resistance tests are given in table A6. As was the case for tensile strength,

the maximum tear load showed a wide variation between the five materials, ranging from 32 to 144

Ibf (142 to 639 N). The maximum coefficient of variation (19%) was observed for Sample 4; the

remaining 4 samples had coefficients of variation of 10 percent or less. The suggested criterion

(table 6) is that the average tear resistance not be less than 20 percent of the stated nominal value.

Table A6. Tear resistance of the test specimens*

Load, max. Sample

No. range

Ibf range N

av cov*

%

1. 131-168 144 584-746 639 10

2. 92-104 96 407-460 428 5

3. 82- 98 87 365^36 386 8

4. 24- 41 32 108-184 142 19

5. 72- 78 76 320-349 338 4

* Average of five specimens, ASTM draft. Sec. 7.

A.2.6 Dimensional Stability

When heated at 176 "F (80 "C) for 24 hours, the test samples generally showed little dimensional change (table AT). Specifically, Samples 2 and 5 exhibited a change in the length (longitudinal

direction of sheet) of 1 percent, but no change in width. The other three samples had no measurable

dimensional change. Note that the data for this characteristic are limited, having been conducted

only on one specimen of each sample. Nevertheless, the results are consistent with the suggested

criterion that the dimensional change on heating not exceed 1 percent (table 7).

Table A7. Dimensional stability of the test specimens*

Sample Dimensional Change, %*' No. length width

1. 0 0

2.3. 010

0

4. 0 0

* Average

5.

of five measurements on one specimen,

10

ASTM draft. Sec. 10.

'* The variation was negligible for the tests conducted, and is not reported.

A4
A.2.7 Moisture Content

Moisture contents for the five samples were found to be 0.3 percent by mass or less (table A8).

Only one determination was made for each membrane sample. The limited data are consistent with

the suggested criterion that moisture content not be greater than 0.5 percent by mass (table 1).

Table AS. Moisture content of the test specimens*

Sample

No. Moisture Content by Mass, %*

1. 0

2. 0.3

3. 0.1

4. 0.2

5. 0

* One measurement only per specimen, ASTM draft, Sec. 8.

A.2.8 Strain Energy

The results of the strain energy determinations at both room temperature and 0 °F ( — 18 °C) are given in table A9. The suggested criterion for strain energy is that it not be less than 3 Ibf-in/in^ (0.5

kN*m/m^ when the membrane material is tested at 0°F (-18°C) in its weaker direction. This

criterion value was selected based on recommendations for bituminous built-up membranes [24]. The value for the criterion was also the minimum suggested in the MRCA performance criteria for modified bitumens [16].

Table A9. Strain energy per unit gage length of the specimens tested at 73 and 0 "F (23 and - 18 "C) before laboratory

ejtposure*

Strain Energy, Bbf ln/in* (N m/mQ

Sample At Maxumm Load CX>'V^ At Specimen Break COV*

No. range av % nnge av %

1.

c _e 1.1 - 1.5 (0.19- 0.26)

1.3 (0.23)

14

2. 15 -21

(2.6 - 3.7)

18

(3.2)

13 17 -25

(3.0 - 4.4)

21

(3.7)

15

o

11 -19

(1.9 - 3.3)

15

(2.6)

20

{2 4. 0.16- 0.26 (0.03- 0.05)

0.21'' (0.04)

21 0.89- 1.1 (0.16- 0.19)

0.98*

(0.17)

9.0

5. 41 -87

(7.2 -15)

67

(12)

34 63 -87

(11 -15)

76

(13)

15

1. 2.2 - 4.6

(0.39 - 0.81)

3.0

(0.53)

36

2. Q0

2.9 -12

(0.51- 2.1)

7.5

(1.3)

44 83 -14

(1.5 - 2J)

11

(1.9)

23

>H 3. 11 -29

(1.9 - 5.1)

18

(3.2)

27

o 4. 0.42- 0.64 (0.07- 0.11)

0.55

(0.10)

18

5. 28 -32

(4.9 - 5.6)

30*

(5.3)

1.1

•Average of five measurements (unless otherwise indicated), ASTM draft. Sec. 6; tests conducted on the transverse

direction of the sheet

* COV indicates coefficient of variation.

' The dash lines indicate that the maximum load occurred essentially (within 10%) at the end of the test

** Average of four meastirements.

• Specimen did not break; test terminated at 50 percent elongation due to lack of space in the cold chamber.

A5
The data in table A9 indicate that four samples (Nos. 1-3, 5) have values of strain energy that

meet or exceed the suggested minimum. Sample 4 has a strain energy at 0 °F ( — 18 "C) which is less than the suggested criterion. This product is normally used in service in conjunction with another

ply of modified bitumen, and for this reason, should be tested as a composite membrane material.

A.2.9 Heat and UV Exposure Tests The results of the heat and UV exposure tests, conducted according to the procedure given in the ASTM draft [18], are presented in tables A10-A13, and illustrated in figures A1-A4.

Although the results varied for the different membrane materials, in many cases, only slight changes

(< 15%) in the materials' tensile strength, elongation, low-temperature flexibility, and strain energy were found as compared to those property values for the unexposed samples.

Some of the major changes noted for each material are as follows:

Sample 1: a decrease of 20 percent in tensile strength due to UV exposure an increase in low-temperature flexibility from 23 °F ( — 5 "C) to slightly less than

40 "F (4 ''C) upon heat and UV exposure

Sample 2: a decrease in elongation of about 60 percent due to heat and UV exposxire, which

accounted for a decrease in total strain energy of about 68 percent an increase in low-temperature flexibility from 8 "F (- 13 "C) to 24 "F (-4 "C)

due to heat exposure; this test could not be conducted on the UV-exposed speci- mens because the exposure resulted in cracking of the specimen surface

Sample 3: an increase in tensile strength of about 40 percent and a drop in elongation of

about 28 percent due to UV exposure; the result was the effect on strain energy was a slight increase

Sample 4: an increase in low-temperature flexibility from -23 ''F ( - 31 "C) to 32 "F (0 "C)

upon UV exposure

Sample 5: changes in elongation could not be determined because the sample could not be

extended beyond 50 percent in the cold chamber used during the tests

, a decrease in tensile strength of about 49 percent due to heat exposure; this resulted in a comparable decrease in total strain energy

Table AlO. Tensile strength of the specimens tested at 0°F (-18 "C) after laboratory exposure*

Load, max. Sample Ibf/in kN/m cov*

No. range av range av %

1. 210-245 231 37 -43 41 6.4

2. 113-126 119 20 -22 21 3.9 82- 91 88 14 -16 15 5.0 42- 47 45 7.4- 8.2 7.9 4.0

5.' 37- 39 38 6.5- 6.8 6.7 2,1

1. 155-192 173 27 -34 30 10

2. 87- 99 93 15 -17 16 5.2 S3. 101-136 114 18 -24 20 11

4. 38- 42 41 6.7- 7.4 7.2 3.9

5.' 57- 76 69 10 -13 12 11

* Average of five measurements, ASTM draft. Sec. 5. COV indicates coefficient of variation.

" Specimen did not break; test terminated at 50 percent elongation due to lack of space in the cold chambaer.

A6
Table All. Elongation of the specimens under tensile load tested at 0 "F (- 18 °C) after laboratory exposure*

Elongation, %

Sample At Maximum Load COV* At SpecinKn Break COV*

No. range av % range av %

1. ' = ' 2.0-2.6 2.4 9.0 « 2. 3.0-3.5 3.4 5.7 4.(M.2 4.1 2J0 I

3. — 22 -30 26 13

4. 1.9-2.6 2.4 12

5. NA" 50" NA^

1. 1.2-3.0 2.1 32

2. 1.8-2.2 2.1 9.3 3.6-5.9 4.7 23 5 3. 11 -26 21 28

4. 1.3-3.3 2.7 30

5.' NA"* 50» NA"

» Average of five measurements (unless otherwise indicated), ASTM draft, Sec. 6; tests conducted on the transverse

direction of the sheet.

^ COV indicates coefficient of variation.

° The dash lines indicate that the maximum load occurred essentially (within 10%) at the end of the test.

** Not applicable; specimen did not break; test terminated at 50 percent elongation due to lack of space in the cold chamber.

' All tests terminated at 50 percent elongation.

'Average of four measurements.

Table A12. Low-temperatiure flexibility of the test specimens after laboratory exposure*

Sample

No.

Lowest Temperature at Which Craddng Did Not Occur

op "C

1. 39 4

2. * 4.

24

2

-4

-17

-23 -31

5. <-3(f> <-34''

1. 38 3

2. __e g 3. -2 -19

4. 32 0

5. <-34''

• Test of five specimens, ASTM draft. Sec. 11.

'* Test was not conducted below this temperatxu'e.

* Specimens were severely cracked on the surface after the UV exposure and consequentiy could not be tested by a procedure that has cracking has the test criterion.

A7
Table A13. Strain energy per unit gage length of the specimens tested at 0 "F (- 18 °C) after laboratory exposure^

Strain Energy, n»f-in/inP (S'm/nf)

Sample At Maximam Load cov* At Specimen Break cov*

no. range fly 70 range av 70

1. ___c ___c 2.4 - 3.9 3.2 17

(0.42- 0.68) (0.56)

2. 2.7-3.3 3.1 8.0 3.5-3.9 3.7 4.3 (0.47-0.58) (0.54) (0.61-0.68) (0.65) % 3. 16-22 19 16

(2.8-3.9) (3.3)

4. 0.54-0.86 0.74 17

(0.09-0.15) (0.13)

5. 16-17 16" 2.3

(2.8-3.0) (2.8)

1. 1.0-3.4 2.4 38

(0.18-0.60) (0.42)

2. 1.0-1.5 1.3 17 2.4-4.6 3.4 28

(0,18-0.26) (0.23) (0.42-0.81) (0.60) > 3. » —

10-28 20 34 s (1.8-4.9) (3.5)

4. 0.33-1.0 0.77 34

(0.06-0.18) (0.13) 5* 27-31 29" 6.5

(4.7-5.4) (5.1)

* Average of five measurements (unless otherwise indicated), ASTM draft. Sec. 6; tests conducted on the transverse

direction of the sheet COV indicates coefficient of variation.

' The dash lines indicate that the maximum load occurred essentially (within 10%) at the end of the test, and the strain energy was taken only as that at break.

" Specimen did not break; test terminated at 50 percent elongation due to lack of space in the cold chamber.

* Average of four measurements.

A8
250

B 200

150 -

100 -

50 -

1 2 3 4

SAMPLE NO.

- 40

E

i" 30 GT

LU

a:

1- 20 co

LU

_Jz

LU 10 h0

30

25

20 coICDCL Q 15

<

o

O 10

_J

LU

Key

I Unexposed

Heat

Figure A1. Tensile strength results ^„

1111

>50

1 2 3 4 5 SAMPLE NO.

Figure A2. Elongation results

12 3 4

SAMPLE NO.

Figure A3. Low-temperature flexibility results

LU

ccZ)

h-<

cc

LU

Q.

UJ

12 3 4 SAMPLE NO.

Figure A4. Strain energy results

A9
Table A14 gives a comparison of the results of membrane materials in the heat exposure test to the criteria for behavior upon heat exposure, as suggested in section 3.2.9. It is evident that only one

of the five materials meet the suggested criteria, although Sample 4 had a strain energy less than 3

lbf*in/in^ (0.5 kN*m/m^) before heat exposure. Nevertheless, this observation is not considered a

limitation to use of the proposed criteria on an interim preliminary basis. The criteria have been

taken from existing documents (consistent with the objective of the study) which have achieved

acceptance by the roofing industry in the area of the world where they were developed. The

criteria for tensile strength and elongation were proposed by the MRCA [16]. The criterion for

low-temperature flexibility was promulgated by the European Board of Agrement [14,15].

No criteria were suggested for the UV exposure tests. The ASTM draft suggests that load,

elongation, low-temperature flexibility, and strain energy be measured before and after exposure

[18]. However, data relating the suggested ASTM UV test procedure to resistance to exposure to

solar radiation have not been developed. In general, experience with UV testing of modified bitu- mens has been limited, and a basis does not exist on which to suggest criteria. Research is needed to

fill this gap and develop the basis for suggesting UV exposure criteria.

Table A14. Test results of the heat-exposed samples compared with the suggested criteria

NoConfonnance to the Suggested Criterion TensUe Elongation Low-Temp. Flex. Strain Energy

1. Yes Yes No Yes

2. Yes No Yes Yes

3. Yes Yes Yes Yes

4. Yes Yes Yes No

5. No NA Yes Yes

AlO
APPENDIX B. ASTM DRAFT TEST PROCEDURES CITED

IN THE CRITERIA

This appendix reproduces the ASTM draft test procedures for modified bitumens that are cited

in the main text of the report (table 7). The procedures are reproduced with the permission of the

Chairman of ASTM Committee DOS. As the present report was nearing completion, the ASTM

draft procedures had been thoroughly debated by Subcommittee D08.04, and were close to accep- tance in a ballot of April 1988. Although it is anticipated that they will eventually be approved by

ASTM D08 without major changes, the reader is cautioned to check with DOS for the latest version

of the list of procedures.

Bl
PROPOSED STANDARD TEST METHODS FOR SAMPLING AND TESTING

MODIFIED BITUMINOUS SHEET MATERIALS USED IN ROOFING AND

WATERPROOFING

.0 0000

1 . Scope

1.1 These test methods cover procedures for sampling

and testing prefabricated, reinforced, polymer modified

bituminous sheet materials designed for single or multiple

ply app 1 i cati on i n roofing and waterproofing membranes.

These products consist of a core material covered on either

one or both sides with polymer modified bitumen. These

products may employ various surfacing materials on one side.

1.2 This standard may involve hazardous materials,

operations, and equipment. This standard does not purport to

address all of the safety aspects associated with its use.

It is the responsibility of whoever uses this standard to

consult and establish appropriate safety and health practices

and determine the applicability of regulatory limitations

prior to use.

1.3 These methods appear in the following order.

Section

Samp 1 i ng 3

Conditioning 4

Thickness 5

Load Strain Properties 6

Tear Resistance 7

Moisture Content 8

Water Absorption 9

Dimensional Stability 10

Low Temperature Flexibility 11

Heat Conditioning 12

Accelerated Weathering 13

Granule Embedment 14

B2
High Temperature Stability 15

Precision and Bias 16

Referenced Documents

2 . 1 ASTM Standards

D 95 Standard Test Method for Water in Petroleum

Products and Bituminous Materials by

Di St i 1 1 at i on

D 146 Standard Methods of Sampling and Testing

Bitumen-Saturated Felts and Woven Fabrics

for Roofing and Waterproofing

D 573 Standard Test Method of Rubber Deterioration

in an Air Oven

D 751 Testing Coated Fabrics

D 1079 Standard Definitions of Terms Relating to

Roofing, Waterproofing, and Bituminous

Mater i al

s

D 1204 Test Method for Linear Dimensional Changes

of Nonrigid Thermoplastic Sheeting at

Elevated Temperature

D 2523 Recommended Practice for Testing Load-Strain

Properties of Roofing Membranes

D 2565 Xenon Arc Type (Water Cooled) Light Exposure

Apparatus With and Without Water for

Exposure of Plastics

D 4073 Standard Test Method for Tensile-Tear

Strength of Bituminous Roofing Membranes

Sampl i ng

3.1 From each shipment or fraction thereof select at

random a number of rolls equal to one half the cube root of

the total number of rolls in the lot. If the calculated

number is fractional, express it as the next highest whole

number. For convenience, a table, showing the number of

rolls to be selected from lots of various sizes, is given in

ASTM standard D 146. When mutually agreed upon by the

concerned parties, other sampling frequencies may be used and

reported within the framework of these procedures. The

minimum sample shall consist of five rolls. The rolls so

selected constitute the representative sample used for all

B3
subsequent observations and tests pertaining to the lot of

material being examined.

4. Conditioning

4.1 Unless otherwise specified, condition test

specimens for 4 hours at 73t4®F (23i3**C) and 50±5X relative

humidity prior to testing.

5. Thickness. ASTM D 751

5.1 Sheet materials shall be checked at five points

across the roll width, to include the weathering surface.

Measurements shall be made at two points each being a minimum

of SIX inches from each edge, and at three points equally

spaced between these two points. Compute the average

thickness and the standard deviation of the thicknesses based

on the total number of of point measurements from all of the

rolls taken in accordance with section 3.

5.2 Report the individual point measurements, average,

and estimated standard deviation.

6. Load-Strain Properties

This method covers the determination of the load-strain

(tensile-elongation, and strain energy) properties of polymer

modified bituminous sheets, as set forth in ASTM D 2523

except as noted below.

6 . 1 Specimens

6.1.1 Prepare five specimens from each sample roll

in both the longitudinal and transverse directions for each

temperature to be tested. Specimens shall be I.Oin (25mm)

wide by a minimum of 6.0in (150mm) long for sheet materials

having an ultimate elongation of 75% or less at 0*F (-18**C).

Specimens shall be 0.5 in (12.5 mm) wide by a minimum of 4.0

in (100 mm) long for materials having an ultimate elongation

of greater than 75% at 0**F (-18*'c).

6.2 Procedure

6.2.1 Condition each specimen at least 2 hours at

the selected test temperature.

6.2.2 Test specimens at both 7314*'f (23l3*C) and ol

4'f (-1813'C).

6.2.3 Use a constant rate of elongation (CRE)

tension testing machine, preferably with automatic load

B4
and strain recording equipment, and clamps that permit a uniform clamping pressure on the specimen without slipping.

The initial clamp separation shall be minimum of 3.010.125 in

(75i2mm) for sheet materials having an ultimate elongation of

75* or less at O'^F (-le'^C), and 2.010.125 in (50l2mm) for

sheet materials having an ultimate elongation greater than

75* at O^F (-18**C).

6.2.4 Maintain a rate of separation of 2.0in/min±

3% (50mm/mint3*) for specimens tested at 72l4°F and a rate of

separation of 0.8in/minl3X ( 2 . Omm/mi ni3% ) for specimens

tested at 0i3''F.

6.2.5 Record the percent elongation of each

specimen at specimen break and also at maximum load using an

extensiometer , or calculate the percent elongation at

specimen break and also at maximum load from the chart of the

stress versus time knowing the speed of the chart drive and

the jaw separation rate.

6.2.6 Record the breaking load and maximum load of

each specimen.

6.3 Calculation

6.3.1 Determine the percent elongation at break

obtained from the extensiometer in accordance with the

manufacturer's instructions, or read directly. Calculate the

percent elongation determined from the chart, without an

extensiometer, as follows:

Percent elongation = a - b x 100 at break.

b

a = jaw separation at specimen break

= max. ext. on chart x jaw separation rate

Chart speea

b = initial jaw separation

6.3.2 Determine the average percent elongation at

break in each direction and the standard deviation of percent

elongation at break in each direction based on the total

number of measurements taken.

6.3.3 Calculate the percent elongation at maximum

load obtained from the extensiometer in accordance with the

manufacturer's instructions, or read directly. Calculate the

strain at maximum load determined from the chart, without an

extensiometer, as follows:

Percent elongation = c - b x 100 at maximum load.

b

c = jaw separation at maximum load

= max. ext. on chart x jaw separation rate

chart speed

B5
b = initial jaw separation

6.3.4 Calculate the average percent elongation at

maximum load in each direction and the standard deviation of

percent elongation at maximum load in each direct'.on based on

the total number of measurements taken.

6.3.5 Calculate the average breaking load in each

direction and the standard deviation of the breaking loads in

each direction based on the total number of measurements

taken

.

6.3.6 Calculate the average maximum load in each

direction and the standard deviation of the maximum leads in

each direction based on the total number of measurements

taken

.

6.3.7 Calculate the strain energy as the area

under the load-elongation (tensile-elongation) curve as

obtained from the machine chart or computer system, and

converted to units of Ibf in/in ( kNM/M )

.

6.3.8 Calculate the average strain energy at

maximum load and break in each direction and the standard

deviation of the strain energies in each direction based on

the total number of measurements taken.

r^i; 6. 4 Report

6.4.1 For each set of five specimens in each

direction, record the temperature of the test, specimen size,

individual measurements, average, and estimated standard

deviation of the maximum load in Ibf/in (Newtons), the

breaking load in Ibf/in (Newtons), the percent elongation at

break, the percent elongation at maximum load, method of

determining el ongati on , and the strain energy in in Ibfin/in

(kNM/M) at maximum load and break.

7. Tear Strength

This method determines the tensile-tear strength of

polymer modified bituminous sheets.

7.1 Prepare 'five specimens from each sample roll in

accordance with ASTM D 4073. Condition specimens as set

forth in section 4,

7.2 Test procedure shall be in accordance with

ASTM D 4073, except that the rate of jaw separation shall be

2.0 in/mint25S (£0 mm/mi n±2% ) f or testing at 73i4**F.

7.3 Calculate the average tear strength in each

direction and the standard deviation of the tear strength in

B6
each direction based on the total number of measurements

taken

.

7.4 Report the individual specimen values, average,

and estimated standard deviation of the specimens in each

di recti on

.

8. Moisture Content

This method determines moisture content in polymer modified bituminous sheets.

8.1 Prepare five specimens measuring approximately 4in

X 4in (100mm X 100mm) from each sample roll.

8.2 Determine the mass of each specimen to the nearest

0.1 gram. Determine the moisture content in accordance with

ASTM D 95. £xpress water as a percent of dry mass.

8.3 Calculate the average moisture content and the

standard deviation of the moisture contents based on the

total number of measurements taken.

8.4 Report the individual specimen values, average,

and estimated standard deviation.

9. Water Absorption

This method determines water absorption of polymer

modified bituminous sheets.

9.1 Prepare five specimens measuring approximately 4in

X 4in (100mm X 100mm) from each sample roll. Seal all cut

edges having exposed reinforcement with hot bitumen prior to

testi ng

.

9.2 Immerse the specimens in a distilled water bath

maintained at 122l4*'F (50i2**C) for 100l4 hours, remove the

specimens, blot off surface water with a dry cloth, immerse

the specimens in technical grade acetone for 211 seconds, and

permit to air dry in laboratory for 15i"2 minutes at 73i4*F

(23l2'*C) and 50l5% RH

.

9.3 Determine the mass of each specimen to the nearest

0.1 gram after immersion. Determine moisture content in

accordance with ASTM D 95. Express water as a percent of

dry mass.

9.4 Determine the total percent of moisture gained

by subtracting the moisture content as obtained in section 8

from the moisture content after immersion as determined in

this section.

B7
9.5 Calculate the average percent of moisture gain and

the standard deviation of percent of moisture gains based on

the total number of measurements taken.

9.6 Report the individual specimen values, average,

and estimated standard deviation.

10. Dimensional Stability

This method determines dimensional stability of polymer

modified bituminous sheets in accordance with ASTM D 1204,

except as noted below.

10.1 Prepare five specimens from each sample roll: one

specimen from each edge of the sheet and three randomly

across the sheet.

10.2 Condition the specimens in an oven maintained at

176t4*'F (80t2*C) for 24 hours ±15 minutes.

10.3 After oven conditioning, cool the specimens and

measure as indicated in ASTM D 1204.

10.4 Calculate the absolute dimensional change based on

the absolute difference between the initial measurements and

the measurement after conditioning for each specimen.

10.5 Calculate the average absolute dimensional change

in each direction and the standard deviation of the absolute

dimensional changes in each direction based on the individual

results calculated in section 10.5.

10.6 Report the initial measurements of the individual

specimens, measurements of individual specimens after

conditioning, dimensional change in each direction for each

specimen, absolute dimensional change in each direction for

each specimen, absolute average, and estimated standard

deviation in each direction.

11. Low Temperature Flexibility

This method determines the low temperature flexibility

of polymer modified bituminous sheets.

11.1 Low temperature flexibility is defined as the

lowest temperature recorded at which no visual signs of ^ cracking in the membrane are observed after bending 180f5 at

the desired temperature around a I.OOiO.OSin. (25t2mm)

mandrel in approximately 2 1 seconds.

11.2 Prepare five specimens from each sample roll in

B8
both the longitudinal and transverse direction for each

temperature to be tested. Specimens shall be I.OtO.OSin.

(25i2mm) wide by 6 . 00± 0 . 005 i n . (15022mm) long.

11.3 Begin testing at a temperature where the sheet is

known to pass, allowing the refrigerated unit, mandrel, and

specimens to equilibrate for a minimum of 2 hours, and

decrease or increase temperature in 5*2*F (3±1**C) increments.

(NOTE: If this information is not readily available, make

preliminary screening test at 10t2*F intervals.)

11.4 After the specimens have been conditioned.

Position the center of the specimen firmly on the mandrel

weathering side up and bend the projecting ends without

exerting any stress other than that required to keep the

specimen in contact with the mandrel. Complete the entire

procedure inside the refrigerated unit.

11.4.1 Bend the specimen until the projecting ends

of the specimen are parallel to each other keeping the bottom

surface in contact with the mandrel through an arc of ISOts".

11.4.2 Remove the specimen from the refrigerated

unit and visually inspect the specimens for any signs of

crack i ng

.

11.4.3 Repeat the above for any remaining

specimens.

11.4.4 If any cracking is observed, increase the

temperature in the refrigerated unit by 512**F (3^1*0. If no

cracking was evident, decrease the temperature by 5i2**F (3±1®

C). Condition ten new specimens at the next test temperature

for a minimum of 2 hours. If the specimens have been preconditioned and the temperature change is no greater than 5** F, the specimens may be reconditioned for 30l5 min after the

chamber reaches equilibrium.

11.5 Repeat section 11.3 until the lowest temperature at

which none of the specimens show cracking is achieved.

^ 11.6 Report the low temperature flexibility in

F (®C) as the lowest temperature at wh'ch cracking does not

occur

.

12. Heat Conditioning

This method determines the effects of heat conditioning

on polymer modified bituminous sheets.

12.1 Prepare five specimens from each sample roll in

the longitudinal and transverse directions of necessary sizes

for tensile, elongation, and low temperature flexibility

B9
testing before and after conditioning. Sufficient specimen

should be conditioned to accommodate subsequent testing.

12.2 Condition specimens in a forced air oven at 158^5*

F (7013"C) for 90 0.25 days in accordance with ASTM D 573.

Evaluate physical properties are before and after

condi ti oni ng

.

12.3 Report the individual specimen values, average, and

estimated standard deviation for tensile, elongation, strain

energy, and low temperature flexibility, as set forth in the

methods for determination of these properties, before and

after heat conditioning.

13. Accelerated Weathering

This method determines the effects of accelerated

weathering on polymer modified bituminous sheets in

accordance with section 7 of ASTM D 2565 except as noted

be 1 ow

.

13.1 The irradiance shall be 0.35 W/M at 340 nM and a

black body temperature of 140 + 5 °F (60 + 3 °c),

13.2 Use a cycle of 60 minutes with 51 minutes arc only

and 9 minutes of arc and water spray per cycle.

13.3 Expose the specimens for 83t0.35 cycles (2000t8

hours).

13.4 Orient the intended weathering surface should be

toward the light source.

13.5 Expose a sufficient quantity of specimens from

each sample roll for tensile, elongation, and low temperature

flexibility testing after accelerated weathering. Specimens

shall be cut to size and quantity after weathering.

13.6 Report the individual specimen values, average,

and estimated standard deviation for tensile, elongation,

strain energy, and low temperature flexibility, as set forth

in the methods for determination of these properties, before

and after weathering.

14. Granule Embedment (For granule surfaced membranes only)

This method determines granule loss on mineral surfaced

polymer modified bituminous sheets.

14.1 Apparatus

14.1.1 The granule adhesion testing machine is

equipped with a test brush consisting of 22 bundles of steel

BIO
bristles arrange'd in four rows alternately. The test machine

will provide a stroke such that the total abraded area on the

test specimen is approximately 1.38in. X 6.77in. (25mm X

1 72mm) *

14.2 Procedure.

14.2.1 Attach the brush to the machine with the

25mm (lin) dimension of the brush parallel to the stroke

line. Adjust the mass of the brush plus its holder to 5.84

lb (2550 grams) so that the downward pressure exerted on the

test specimen is equal to 4.0 Ibf/in (28 kPa).

14.2.2 From each sample roll prepare five

specimens in the longitudinal direction with the following

dimensions: 1.38t0.05in. X 6.77t0.05in. (50i2mm X 229i2mm)

and condition as specified in section 4 of this document.

14.2.3 Test each specimen individually

14.2.4 Tap each specimen to shake off any loose

granules, determine the mass of the specimen to the nearest

0 . 1 gram.

14.2.5 Secure the specimen on the test machine

with the granule surface facing the test brush.

14.2.6 Subject the specimen to 50 double strokes

of the brush, remove the specimen, tap to remove any loose

granules, determine the mass of the specimen to the nearest

0 . 1 gram.

14.2.7 Calculate the mass loss in grams to the

nearest 0.1 grams after 50 double strokes for each specimen.

Average the five results for the final granule loss for each

sample rol 1

.

14.2.8 Report the average granule loss for each

sampl e rol 1

.

15 Compound Stability

This method determines high temperature stability of

polymer modified bituminous sheets.

15.1 Specimens

15.1.1 From each sample roll prepare five

specimens in both the lo.ngi tudinal and transvcr<;e directions

for each test temperature. Specimens shall be 2.0t0.05in.

(50l2mm) wide by 3.0l0.05in. (75-2mm) long.

15.2 Apparatus

Bll
15.2.-1 Bulldog type clamps with smooth surfaced

clamping faces at least 2 inches wide are used to suspend the

specimens in a forced air oven.

15.2.2 The forced air oven shall be capable of

maintaining the preset test temperature to a tolerance of

15*F (+3*C). Set the forcred air oven at 175i5*F (79.4±3*C),

and allow the oven to equilibrate prior to testing.

15.3 Procedure

15.3.1 Clamp each specimen on the 2.0in. (50mm)

edge with a bull dog clamp.

15.3.2 Suspend the speci/nen via the clamp in the

forced air oven with the 3.0in. (75mm) edge of the specimen

set vertically.

15.3.3 After the specimens have been conditioned

for at least 2 hours 15 minutes at the specified temperature

observe each specimen for signs of flowing, dripping, or drop

formation on the lower edge of the specimen.

15.3.4 If flowing, dripping, or drop formation is

not observed increase the oven temperature by 25±5 F, allow

the oven to equilibrate and repeat procedure 15.3. Maximum

temperature shall not exceed 250i5®F (121i3*C).

15.4 Report the test temperature at which flowing,

dripping, or drop formation is observed. Provide

descriptions of visible results and the number of specimens

undergoing any change.

16. Precision and Bias

The precision and bias of these test methods as related

to polymer modified bituminous sheets have not been

established. Round Robin test will be conducted to establish

these values.

1. As furnished by Minnesota Mining and Manufacturing Co.

(3M) Industrial Products Division, St. Paul Minneapolis,

MN 55101

.

B12
APPENDIX C. UEATC TEST PROCEDURES CITED IN THE

CRITERIA

This appendix gives the two UEAtc [13] test procedures cited in the main text of the report

(table 7).

C.1 Test for Sliding Resistance (Para. 5.1.7) Test only necessary for systems that are to be used on sloping roofs and is not necessary when

mechanical fixing at the top of the roofing sheets is provided.

Apparatus

A source of radiant heat.

Test Samples

The material is bonded to a concrete slab 300 x 300 mm.

Method

The sample is inclined at the maximum intended slope and the entire surface of the specimen is maintained at 70 for 7 days. Any movement is measured.

Note: For special climatic conditions, high temperatures of up to 80 "C may be necessary.

C.2 Unrolling Test at Low Temperature (Para. 5.4J)

Apparatus

Cold room at 0 °C.

Test Samples

A roll of the material as supplied by the manufacturer.

Method

The roll of waterproofing is stored at 0 'C for 24 hours; on removal from storage it is immediately unrolled in approxiately IS seconds onto a flat surface.

^ U . S . GOVE RNME N T PRINTING 0 F F I C E i 1 9 8 9 - 2 4 2 - 2 0 0 / 0 0 0 0 4

CI

NBS-]14A (REV. 2-ec) U.S. DEPT. OF COMM.

BIBLIOGRAPHIC DATA

SHEET (See instructions)

1. PUBLICATION OR

REPORT NO.

NIST/BSS-167

2. Performing Organ. Report NoJ 3. Publication Date

February 1989

4. TITLE AND SUBTITLE

Interim Criteria for Polymer-Modified Bituminous Roofing Membrane Materials

5. AUTHOR(S)

Walter J. Rossiter, Jr. and James F. Seller, Jr.

6. PERFORMING ORGANIZATION (If joint or other than NBS. see instructions)

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY

(formarly NATIONAL BUREAU OF STANDARDS)

U.S. DEPARTMENT OF COMMERCE

QAITHERSBURG, MD 20899

7. Contract/Grant No.

8. Type of Report & Period Covered

Final

9. SPONSORING ORGANIZATION NAME AND COMPLETE ADDRESS (Street. City. State. ZIP)

Tri-Service Building Materials Committee

10. SUPPLEMENTARY NOTES

I I Document describes a computer program; SF-185, FIPS Software Summary, is attached.

11. ABSTRACT (A 200-word or less factual summary of most significant information. If document includes a significant

bibliography or literature survey, mention it here)

This report presents the results of a study to develop interim criteria for the selection of

polymer-modified bituminoxis roofing membrane materials. The criteria are based on a review of

existing standard specifications and related documents. They are intended for use by the construction agencies of the Department of Defense in specifying polymer-modified bituminous roofing

membrane materials until voluntary consensus standards are developed in the United States. The suggested interim criteria are generally presented using a performance criteria format. The

membrane characteristics for which performance criteria are suggested are: dimensional stability,

fire, flow resistance, hail impact, moisture content and absorption, pliability, strain energy, uplift

resistance, and weathering resistance (heat exposure). Prescriptive criteria for five membrane characteristics are used to complement the suggested performance criteria. The approach of using

complementary prescriptive criteria is taken to incorporate in the performance criteria tests methods which can be relatively rapidly performed for characterization or identification of the membrane material.

Other membrane requirements are listed for future development of criteria, but performance

criteria for these requirements are not suggested at the present. Lack of a consistent database in the

existing standards and related documents precludes suggesting criteria at this time. It is considered

beneficial to present the needed criteria as a first step toward directing future research for standards

development for polymer-modified bituminous roofing membrane materials.

12. KEY WORDS (S/x to twelve entries; alphabetical order; capitalize only proper names; and separate key words by semicolons)

characteristics; membranes; low-sloped roofing; performance criteria; prescriptive

criteria; polymer-modified bitumens; properties; roofe; test methods

13. AVAILABILITY

fX] Unlimited

I I For Official Distribution. Do Not Release to NTIS

[Y] Order From Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402.

Order From National Technical Information Service (NTIS), Springfield, VA, 22161

14. NO. OF

PRINTED PAGES

50

15. Price

USCOMM-DC S043-PS0



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