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Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2018. Using Recycled Asphalt Shingles with Warm Mix Asphalt Technologies. Washington, DC: The National Academies Press. doi: 10.17226/25185.
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Page 145
Page 146
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2018. Using Recycled Asphalt Shingles with Warm Mix Asphalt Technologies. Washington, DC: The National Academies Press. doi: 10.17226/25185.
×
Page 146
Page 147
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2018. Using Recycled Asphalt Shingles with Warm Mix Asphalt Technologies. Washington, DC: The National Academies Press. doi: 10.17226/25185.
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Page 147

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145 Bibliography 3M Corporation. Scotchguard Algae Resistant Roofing System. 2007. http://solutions.3m.com. Advanced Asphalt Technologies, LLC. NCHRP Report 673: A Manual for Design of Hot Mix Asphalt with Commentary. Transportation Research Board of the National Academies, Washington, D.C., 2011. Airey, G. D. Use of Black Space Diagrams to Identify Inconsistencies in Rheological Data. Journal of Road Materials and Pavement Testing, Vol. 3, No. 4, 2002, pp. 403–424. Alabama Department of Transportation. ALDOT Asphalt Index Sum- mary. https://aldotgis.dot.state.al.us/constructionindexes/asphalt. aspx. Accessed February 2014. Al-Qadi, I., H. Ozer, J. Lambros, A. El Khatib, P. Singhvi, T. Khan, J. Rivera Pérez, and B. Doll. Testing Protocols to Ensure Performance of High Asphalt Binder Replacement Mixes Using RAP and RAS. Illinois Center for Transportation, University of Illinois at Urbana– Champaign, 2015. Anderson, R. M., G. N. King, D. I. Hanson, and P. B. Blankenship. Eval- uation of the Relationship Between Asphalt Binder Properties and Non-Load Related Cracking. Journal of the Association of Asphalt Paving Technologists, Vol. 80, 2011, pp. 615–663. Arega, Z. A., A. Bhasin, and T. De Kessel. Influence of Extended Aging on the Properties of Asphalt Composites Produced Using Hot and Warm Mix Methods. Construction and Building Materials, Vol. 44, 2013, pp. 168–174. Aschenbrener, T. RAP–RAS Task Team Teleconference: PAV and DTc Recommendation Group. Notes. April 15, 2016. Asphalt Paving Association of Iowa. Warm-Mix Asphalt and Recycled Asphalt Shingle Demonstration Draws a Crowd. Inside, Iowa Department of Transportation Newsletter, December 2010, p. 10. http://publications.iowa.gov/15831/1/inside_december_2010.pdf. Austin, J. Environmental Analysis of Using Recycled Asphalt Shingles in Pavement Applications. MS thesis. University of Minnesota, Minneapolis, 2011. Bauman, A. Asphalt Shingle Recycling in Massachusetts. greenGoat Fact Sheet, 2005. Bhattacharjee, S., A. Swamy, and J. Daniel. Continuous Relaxation and Retardation Spectrum Method for Viscoelastic Characterization of Asphalt Concrete. Mechanics of Time-Dependent Materials, Vol. 16, No. 3, 2012, pp. 287–305. Blachford, S. L. and T. Gale. Shingle: How Products are Made. 2002. http://science.enotes.com. Bonaquist, R. NCHRP Report 691: Mix Design Practices for Warm Mix Asphalt. Transportation Research Board of the National Academies, Washington, D.C., 2011. http://www.trb.org/Publications/Blurbs/ 165013.aspx. Button, J., D. Williams, and J. Scherocman. Roofing Shingles and Toner in Asphalt Pavement. Report FHWA/TX-97/1344-2F. FHWA, U.S. Department of Transportation, 1996. Carolina Asphalt Pavement Association. Best Practices Guide for Post- Consumer Reclaimed Asphalt Shingles in Asphalt Pavement. Raleigh, N.C., 2011. Cascione, A., C. Williams, and J. Yu. Performance Testing of Asphalt Pavements with Recycled Asphalt Shingles from Multiple Field Trials. Construction and Building Materials, Vol. 101, 2015, pp. 628–642. Caulfield, M. Asphalt Shingles in Paving. Solid Waste Association of North America Meeting, 2010. Chen, D-H. Field Experiences with RDD and Overlay Tester for Con- crete Pavement Rehabilitation. ASCE Journal of Transportation Engineering, Vol. 134, No. 4, 2008, pp. 24–33. Christensen, D., Jr., W., T. Pellinen, and R. Bonaquist. Hirsch Model for Estimating the Modulus of Asphalt Concrete. Asphalt Paving Technology, Association of Asphalt Paving Technologists, Vol. 72, 2003, pp. 97–121. Christenson, D. LTSTRESS, English units version software. June 2013. Croteau, J., F. Chaignon, and T. Strynadka. Sustainability: Carrier of Innovations in the Development of Pavement Materials. Presented at Annual Conference and Exhibition of the Transportation Asso- ciation of Canada, Vancouver, British Columbia, 2009. Dan Krivit Associates. Recycling Tear-off Asphalt Shingles: Best Practices Guide. Construction Materials Recycling Association, 2007. Davis, J. Roofing the Road: Using Asphalt Shingles as Binder. Asphalt Magazine, 2009. Foo, K. Y., D. I. Hanson, and T. A. Lynn. Evaluation of Roofing Shin- gles in Hot Mix Asphalt. Journal of Materials in Civil Engineering, Vol. 11, No. 1, 1999, pp. 15–20. Grodinsky, C., N. Plunkett, and J. Surwilo. Performance of Recycled Asphalt Shingles for Road Applications. Final Report. Vermont Agency of Natural Resources, 2002. Hansen, K., and D. Newcomb. Asphalt Pavement Mix Production Survey: Reclaimed Asphalt Pavement, Reclaimed Asphalt Shingles, Warm-mix Asphalt Usage: 2009–2010. National Asphalt Pavement Association, Lanham, Md., 2011. Hansen, K. R., and A. Copeland. Annual Asphalt Pavement Industry Survey on Recycled Materials and Warm-Mix Asphalt Usage: 2009– 2013. National Asphalt Pavement Association, Lanham, Md., 2013.

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 Using Recycled Asphalt Shingles with Warm Mix Asphalt Technologies
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TRB's National Cooperative Highway Research Program (NCHRP) Research Report 890: Using Recycled Asphalt Shingles with Warm Mix Asphalt Technologies documents the development of a design and evaluation procedure that provides acceptable performance of asphalt mixtures incorporating warm mix asphalt (WMA) technologies and recycled asphalt shingles (RAS)—with and without recycled asphalt pavement (RAP)—for project-specific service conditions.

Since the introduction of the first WMA technologies in the U.S. about a decade ago, it has quickly become widely used due to reduced emissions and production costs of mixing asphalt at a lower temperature. The use of RAS has increased significantly over the past 10 years primarily due to spikes in virgin asphalt prices between 2008 and 2015. The report addresses the amount of mixing between RAS binders and virgin binders when WMA is used.

It provides additional guidance for designing, producing, and constructing asphalt mixtures that use both RAS and WMA to address several gaps in the state-of-the-knowledge on how these two technologies work, or perhaps, don’t work together.

The report also identifies ways to minimize the risk of premature failure due to designing and producing mixes containing WMA technologies and RAS with poor constructability and durability.

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