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Hail Impact Testing of EPDM Roof Assemblies

Jim D. Koontz, PE, RRC

Thomas W. Hutchinson, AIA, CSI, FRCI, RRC

RCI 24th International Convention & Trade Show
March 12 - 17, 2009

Dallas, Texas

See attachment for a copy of this full article.

Introduction

          Hail damage to roof assemblies within the United States and worldwide results in millions of dollars of economic loss each year. At least one state insurance agency allows insurance companies to provide a reduction in insurance rates if a hail resistant type roofing material is installed. Owners of properties that are largely selfinsured are beginning to realize the importance of installing hail resistant roofing systems. The EPDM Roofing Association (ERA) members knew from empirical experience that EPDM roof systems fared very well in hailstorm events, but desired scientific validation. In the fall of 2007 ERA decided to embark on a hail testing program. The technical committee decided that in addition to new material, the real question in the design, insurance and contractor communities is, “how do aged in situ roof covers perform”? Thus it was determined that the EPDM test sample pool would include new EPDM membrane material, new EPDM membrane material that would be heat aged and existing in situ EPDM roof membrane materials that would be procured from existing roofs with 5 to 20 years of actual exposure and sent for testing. Carlisle Syntec and Firestone Building Products each provided 4’-0” x 4’-0” new 60-mil EPDM material samples, had new 60-mil EPDM material heat aged, and procured 60-mil samples from roof covers that have been exposed between 5 and 20 years. Prior to sending the EPDM samples for testing, the EPDM material was fully adhered to various 4’-0” x 4’-0” substrates: mechanically fastened polysio insulation, mechanically fastened wood fiber board, and ½” plywood. Between 20 and 35 samples of each roof cover category were sent for testing.

          Field experience from the examination of thousands of roofs has clearly shown that hail damage to a roofing system can be the result of several factors:

    • Diameter of the hail
    • Type of roofing system
    • Age of the roof cover
    • Substrate beneath the primary roof system
    • Surface temperature at the point of impact

         
To evaluate a roofing system’s resistance to hail damage, these reference points have to be considered as part of a research project.

National Bureau of Standards Impact Research

          In the early 1960s the National Bureau of Standards (NBS) in Washington, D.C., conducted research by impacting roof systems with ice spheres. Sydney H. Greenfield of the NBS performed this initial research and generated technical article NBS 23, Hail Resistance of Roofing Products¹. Mr. Greenfield, referring to research by Laurie², initially determined the freefall or terminal velocity of hail (refer to Table A).

Table A
 Terminal velocities and energies of hailstones
 Diameter  Terminal Velocity  Approximate Impact Energy
  Inches cm        ft/s       mi/hr   m/sec  ft lbs  Joules
 1 (2.5) 73 50 (22.3) <1 (<1.36) 
 1 ¼ (3.2) 82 56 (25.0) (5.42) 
 1 ½ (3.8) 90 61 (27.4) (10.85) 
 1 ¾ (4.5) 97  66 (29.6) 14  (18.96) 
 2  (5.1) 105 72 (32.0) 22  (29.80) 
 2 ¼ (6.4) 117 80 (35.7) 53  (71.9) 
 2 ½ (7.0) 124 85 (37.8) 81  (109.8) 
 2 ¾ (7.6) 130 88 (39.6) 120  (162.7) 

          The technical data indicates that the free fall velocity of the hail increases with hail stones of larger diameters. A key factor is the amount of “Impact Energy” that is imparted to a target or roof surface. Simply stated

Impact Energy = Kinetic Energy = ½ Mass * Velocity²

The mass of a hail stone obviously is dependent upon the volume of the ice sphere and density of the ice. The density of hailstones is typically valued at .91.

Volume of a sphere = 1.33 * II * Radius³

Mass = (Volume * Density) / 32.2

A substantial difference in impact energy occurs with only slight changes in diameter. Note the impact energy between 1”, 1½” and 2” hail. Increasing hail size from 1” to 2” hail only represents a 100% change in diameter. The impact energy, however, increases by percentage 1,580% (refer to Table B).

Table B
Diameter
Inches
Volume
Inches³
Mass Lbs. Free Fall
Velocity
Ft/Sec
Impact Energy
Ft. Lbs
1.0 .52 .0005 73 1.41
1.5 1.77 .0018 90 7.29
2.0 4.18 .0043 105 23.7

Industry Impact Research

          Historically, the hail resistance of roofing products has been tested by dropping steel balls or darts onto the roofing product. The procedures used to impact roofing products have varied between the United States, Canada and European organizations. Two primary United States entities that perform impact testing for code approval have been Underwriters Laboratory (UL)³ and Factory Mutual Global (FMG)⁴. The Canadian groups utilize impact procedure CGSB 37-GP-52M⁵.

          The Canadians, UL and FMG use steel darts to impact targets, typically at room temperature. Other organizations such as ASTM have developed impact tests that use steel darts, ASTM D 3746⁶. Within the last few years, greater consideration has been given to impacting targets with ice spheres. Prior research by Jim Koontz and Associates, Inc. (JKA)⁷ has also reviewed the issue of ice spheres versus steel darts. The use of ice spheres, obviously, comes closer to replicating what occurs during a real hailstorm event.

Hail Gun

          A key factor in performing the test is to have reproducible impact energies with each shot of “hail.” The hail gun propels ice spheres by utilizing the quick release of compressed air from a tank to a barrel. In order to achieve reproducibility, several factors have to be taken into consideration. Consistent “air pressure” is required for each shot. This necessitates controlling the air pressure to 0.01 psi.

          Molds for ice spheres are fabricated using precise diameter steel spheres. Each ice sphere of a given diameter is then weighed to .01 grams prior to each shot. Laboratory grade barrels or tubes with precise internal diameters are also necessary to develop consistent impact energies. Basically, the charge, i.e., air pressure, the quick release valve and the bullets (ice spheres) require precise fabrication in order to achieve reproducible impact energies.

          The ice spheres are initially weighed to 0.01 gram and then placed in the barrel, similar to a lead shot for a muzzle loader. As the ice sphere is pneumatically launched towards the target, the velocity is measured with a ballistics timer. The kinetic energy, or “impact energy”, is then calculated for each hail shot. The minimum kinetic energies listed by the NBS are maintained within a tolerance of plus zero plus ten percent.

EPDM Targets

          Carlisle and Firestone provided a total of eighty-one test targets constructed with 60-mil non-reinforced EPDM for impact testing. The new, heat aged and field aged targets listed in Table C included:

Table C
Material Age       Test Targets        
New 25
Heat Aged 20
Field Aged 36

The field aged and exposed EPDM samples were collected from six states across the country and ranged in age from five to twenty years. The field aged samples are listed in Table D.

Table D
Field Aged & EPDM Membrane
Deck # Location      Age
1  Des Moines, IA   5 - 10 years 
2  Des Moines, IA   5 - 10 years 
3  Des Moines, IA   5 - 10 years 
4  Lawrence, KS   10 - 15 years 
5  Wichita, KS   10 - 15 years 
6  Denver, CO   15 - 20 years 
7  Lakewood, CO   15 - 20 years 
8  Kansas City, KS   10 - 15 years 
9  Larence, KS   10 - 15 years 
10  Holcomb, KS   10 - 15 years 
11  Omaha, NE   10 - 15 years 
12  Omaha, NE   10 - 15 years 
13  Littleton, CO   10 - 15 years 
14  Wheatridge, CO   10 - 15 years 
15  Farmington, UT   5 - 10 years 
16  Farmington, UT   5 - 10 years 
17  Indianapolis, IN   15 - 20 years 
18  Indianapolis, IN   15 - 20 years 

          The artificially heat aged samples were prepared at Cascade Technical Services of Hillsboro, Oregon. The samples were heat aged for 1,440 hours at a temperature of 240 degrees Fahrenheit.

          The 4’-0” by 4’-0” EPDM “targets” were installed over a variety of substrates that included polysio and wood fiber insulation, plywood and OSB board. Fully adhered EPDM was utilized in the target construction (refer to Table E). Table E indicates the material age, substrate and number of samples of each prepared.

Table E
 Roof Targets
 Material
Age
 Substrate  No. of
Samples
Prepared 
New 1.75" Polyiso 3
New 2" Polyiso 4
New ½" OSB  2.0" Polyiso
7
New 2.0" Polyiso
Neoprene cover at fastener head
5
New ½" Wood Fiber  2.0" Polyiso
6
Heat Aged   ½" Wood Fiber  2.0" Polyiso
   6  
Heat Aged ½" Plywood  2.0" Polyiso
3
Heat Aged ½" OSB  2.0" Polyiso
3
Heat Aged  2.0" Polyiso 8
Field Aged 2.0" Polyiso 18
Field Aged ½" OSB  1.5" Polyiso
18

Impact Procedures

          Each target with substrate was mounted vertically. Hailstones measuring 1.5”, 2.0”, 2.5”, and 3.0” impacted the targets at a 90-degree angle at velocities listed by the NBS. In order to replicate severe weather conditions, cold rain during a hailstorm, the test targets were sprayed with water at forty degrees Fahrenheit. Prior research and experience has shown that roof assemblies exhibit different levels of impact resistance depending upon surface temperature.

          The various targets were impacted both in the “Field Area” and also directly over fasteners and plates utilized to secure the substrate below the EPDM. Failure was defined as a visible split or cut in the surface of the EPDM.

Impact Results

          Of the twenty-five “new” EPDM test targets tested, twenty-four targets were not damaged by 3.0” hail balls. None of the twenty “Heat Aged” targets failed when impacted with 3.0” hail balls.

          The “Field Aged” EPDM target samples included eighteen over a 2” thick polysio insulation substrate and eighteen over a ½” thick OSB substrate, supported by 1½” thick polyiso roof insulation. Fourteen of the EPDM targets that were adhered directly over the polyiso did not fail when impacted with 3.0” hail balls. (One sample failed with a 3.0” hail ball, a second sample failed with a 2.5” hail ball and the two other samples failed with a 2.0” diameter hail ball.) None of the eighteen EPDM “Field Aged” targets over OSB were damaged by 3.0” diameter hail balls (refer to Table F).

Table F
Roof Samples' Results
Material
Age 
 Substrate   Samples      
Passed
New  1.75" Polyiso 3
New 2" Polyiso  4
New ½" OSB  2.0" Polyiso
6 of 7
New 2.0" Polyiso
Neoprene cover fastener head below the
EPDM target
5
New ½" Wood Fiber  2.0" Polyiso
6
Heat Aged  ½" Wood Fiber  2.0" Polyiso
6
 Heat Aged  ½" Plywood  2.0" Polyiso 3
 Heat Aged  ½" OSB  2.0" Polyiso 3
 Heat Aged  2.0" Polyiso 8
 Field Aged  2.0" Polyiso 14 of 18
 Field Aged  ½" OSB  1.5" Polyiso 18

Commentary

          Some geographical areas of the United States are clearly more prone to severe hail events. Roof assemblies should be capable of resisting impact from reasonably expected hail storms for a given geographical area. Just as roofs are required to perform in various meteorological events, such as wind, snow, rain, a roof should be able to withstand some degree of hail impact over its expected service life.

          The International Building Code 2006⁸, paragraph 1504.7, states: roof coverings shall resist impact damage based on tests conducted in accordance with ASTM D 3746, ASTM D 4272, CGSB 37-GP-52M. These procedures are conducted with steel darts versus ice spheres at room temperature. The testing is for new products and does not address the long term effects of UV exposure. The results of testing following these protocols may provide false positive results. 

          Jim D. Koontz & Associates, Inc. has examined hundreds of EPDM roofs that have been impacted by hail. Two noteworthy projects include a telephone building in Fort Worth, Texas that was impacted by softball size hail in 1995. The non-reinforced EPDM over polysio did not fail. A second project was at the University of Nebraska in Kearney campus building covered with non-reinforced EPDM survived softball sized hail. The manufacturer of the roof was notified of the performance of the aged EPDM assembly. The roofs on sixty-five other buildings failed.

          During the examination of hundreds of roofs, direct impacts over fasteners and plates used to secure underlayment have been extremely rare. Damage observed of that kind has not constituted a failure of the entire roof and has been repairable. The increasing use of adhesives to fasten insulation and coverboards is eliminating the already unlikely chance of damage caused by nail-ball impact and mechanical fastener plates.

Conclusions

          The new, heat aged and aged non-reinforced EPDM tested within this study provided excellent resistance to large hail. Of the eighty-one targets installed over polysio, wood fiber, plywood and OSB board, seventy-six did not fail when impacted with hail ice balls up to three inches in diameter.

          The overall results of this research clearly indicate that non-reinforced EPDM roof assemblies offer a high degree of hail resistance over a variety of substrates. The impact resistance of both the field aged and heat aged membrane also clearly demonstrates that EPDM retains the bulk of its impact resistance as it ages.

          Owners of critical facilities, such as hospitals, schools, computer centers, airports and sensitive government buildings have come to realize the importance of installing a hail resistant roof assembly over critical facilities. The use of non-reinforced EPDM can provide an additional level of long-term protection.

References

    1. National Bureau of Standards NBS 23, Sidney H. Greenfield, August 1969
    2. Hail and Its Effects on Buildings, J.A.P. Laurie, C.S.I.R. Research Report No. 176, Bull. 21, 1-12, National Building Research Institute, Pretoria, South Africa, 1960
    3. Underwriters Laboratory UL 2218, May 31, 1996
    4. Factory Mutual Class I 4470, August 29, 1992
    5. Canadian General Standards Board CGSB 37-GP-52M
    6. ASTM D 3746
    7. Simulated Hail Damage and Impact Resistance Test Procedures for Roof Coverings and Membranes, Jim D. Koontz, PE, RICOWI, October 27, 2000
    8. International Building Code 2006, Chapter 15 Roof Assemblies and Rooftop Structures, Impact Resistance 1504.7

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