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Author
Bailey, D. M. | Foltz, S. D. | Rossiter, W. J., Jr. | Lechner, J. A.
Title
Performance of Polyvinyl Chloride (PVC) Roofing: Results of a Ten-Year Field Study.
Coporate
Army Construction Engineering Research Laboratories, Champaign, IL National Institute of Standards and Technology, Gaithersburg, MD
Book or Conf
Challenges of the 21st Century. Roofing Technology, Fourth (4th) International Symposium. Proceedings. First (1st) Edition. U.S. National Institute of Standards and Technology, U.S. National Roofing Contractors Association, Canadian Roofing Contractors Association, National Research Council of Canada, International Waterproofing Association, CIB, RILEM. September 17-19, 1997, Gaithersburg, MD, 253-264 p., 1997
Keywords
roofs | polyvinyl chloride | deterioration | field exposure | low slope roofing | single ply membranes | stability
Identifiers
summary of the PCV roof constructions; properties measured and ASTM test methods used; plasticizer content measurements (ASTM D 3421); results of the plasticizer loss tests; summary of plasticizer loss results (ASTM D 1203); summary of tensile strength results (ASTM D 882); results of the tensile strength tests
Abstract
The U.S. Army Construction Engineering Research Laboratories (CERL) has recently completed a 10-year field exposure study of the performance of poly(vinyl chloride) (PVC) roofing membrane materials. The intent of the CERL study was to compare the results of laboratory tests of membrane properties with field performance. Periodically, over the 10 years, CERL visually inspected the roofs to evaluate their performance and removed samples for laboratory characterization of selected mechanical and physical properties. The National Institute of Standards and Technology (NIST) conducted statistical analysis of the 10-year data set. The paper summarizes the results of the field observations and analyses. Membranes from three manufacturers were installed at Chanute Air Force Base, Illinois, Dugway Proving Ground, Utah, and Fort Polk, Louisiana. A major difference in the roof constructions was that, atChanute, the membranes were ballasted, whereas at Dugway and Fort Polk, they were mechanically attached and adhered.