Page 646 - Materials Chemistry, Second Edition
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CAT3525_C21.qxd  1/27/2005  12:56 PM  Page 617
                       Construction and Demolition Debris                                          617
                          Approximately 11 million tons of waste asphalt roofing shingles are generated in the United
                       States per year (Franklin Associates, 1998). Reroofing accounts for 10 million tons, with 1 million
                       tons from manufacturing scrap. Old roofs are often covered over with a set of new shingles, so some
                       tear-offs contain two layers.
                          To recycle shingles for use in new products, the shingles must be ground to a specified size and
                       the contaminants removed. Primary grinding may produce fragments measuring 2 or 3 in. across.
                       Secondary grinding may be needed to produce smaller pieces; for example, aggregate base may
                       require ¾ in. or smaller, and asphalt pavement may require 1/2 or 1/4 in. or smaller. Depending on
                       the desired use, the shingles may have to be sieved after grinding (CIWMB, 2002). For virtually all
                       uses, contaminants must be removed. Possible contaminants may include metals, which can be
                       removed by a rotating magnet, and wood.
                          Common uses for recycled asphalt shingles include asphalt for paving and new roofing materi-
                       als. Asphalt shingle scrap can be used in a variety of products, including:

                           ● Asphalt pavement
                           ● Aggregate base and subbase
                           ● Cold patch for potholes, sidewalks, utility cuts, driveways, ramps, bridges, and parking lots
                           ● Pothole patch
                           ● Road and ground cover
                           ● New roofing
                           ● Fuel oil
                          Meeting the specifications for paving and roofing materials limits the above applications.
                       Preconsumer manufacturing scrap is used in hot mix asphalt; however, postconsumer scrap (8 to 10
                       million tons per year), which is less uniform in composition, is not as widely used in hot mix asphalt
                       (Button, 1997; Franklin Associates, 1998).

                       21.4.6 ASBESTOS SHINGLES
                       Asbestos is a naturally occurring mineral of both the serpentine and amphibole groups. Its histori-
                       cal popularity has been due to its ability to withstand excess heat and its resistance to conducting
                       electricity and chemical decomposition. Furthermore, asbestos can be woven into useful fabrics,
                       pastes, and muds for use in construction.
                          The occurrence of asbestos-containing shingles in roof replacement jobs is rather low. The total
                       asbestos content of asphalt shingles manufactured in 1963 was 0.02%; in 1977, the percentage
                       decreased to 0.00016% (CIWMB, 2002). Asbestos is no longer used in the manufacture of asphalt
                       roofing shingles; however, due to the practice of covering an old roof with new shingles, asbestos
                       may still be found in the shingle waste stream.
                          The agencies regulating asbestos include the U.S. EPA, the U.S. Occupational Safety and
                       Health Administration (OSHA), and city and county health departments. The U.S. EPA regulates
                       friable asbestos over 1%. OSHA regulates friable and nonfriable asbestos over 0.1%. Processors
                       need to contact these agencies to determine any relevant permitting and monitoring requirements
                       (Figure 21.6).

                       21.5 REDUCTION OF C & D DEBRIS

                       As with all other waste management strategies, waste minimization must be given high priority
                       in order to limit any adverse environmental impacts, hold down disposal costs, and minimize
                       future liability. Regarding C&D wastes, reduction strategies should begin with the earliest
                       choices made in the building process, including architectural design and material selection (U.S.
                       EPA, 2002). Design concepts should include waste prevention, product durability, and recycla-
                       bility of materials.
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