Academic literature on the topic 'Asphalt shingle'

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Journal articles on the topic "Asphalt shingle"

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Watson, Donald E., Andrew Johnson, and Hem R. Sharma. "Georgia’s Experience with Recycled Roofing Shingles in Asphaltic Concrete." Transportation Research Record: Journal of the Transportation Research Board 1638, no. 1 (January 1998): 129–33. http://dx.doi.org/10.3141/1638-15.

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Reuse of roofing shingle waste not only minimizes the environmental problems related to the disposal of waste in landfills, but also reduces the amount of virgin asphalt cement and fine aggregate required in hot mix asphaltic concrete (HMAC), thus creating the potential for cost savings. The Georgia Department of Transportation (GDOT) has experimented with the recycling of roofing shingles in HMAC by constructing two test sections in 1994 and 1995. The source of the roofing shingles used in both test sections was waste generated by a roofing manufacturer; this generally consisted of discolored or damaged shingles. One test section was constructed on Chatham Parkway in Chatham County and one on State Route 21 in Effingham County. GAF Building Materials, Inc., located in Savannah, provided the waste shingle material; APAC Georgia, Inc., also located in Savannah, produced and placed these experimental mixtures. To date, both test sections are performing well compared with the unmodified control sections. Based on the performance of these test sections, shingle manufacturing waste is allowed as a recycling material in HMAC, just as reclaimed asphalt pavement is, for GDOT projects. A specification allowing postconsumer roofing shingle waste to be used is also being proposed.
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Tapsoba, Nouffou, Cédric Sauzéat, Hervé Di Benedetto, Hassan Baaj, and Mohsen Ech. "Behaviour of asphalt mixtures containing reclaimed asphalt pavement and asphalt shingle." Road Materials and Pavement Design 15, no. 2 (January 2, 2014): 330–47. http://dx.doi.org/10.1080/14680629.2013.871091.

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Wang, He, Punyaslok Rath, and William G. Buttlar. "Recycled asphalt shingle modified asphalt mixture design and performance evaluation." Journal of Traffic and Transportation Engineering (English Edition) 7, no. 2 (April 2020): 205–14. http://dx.doi.org/10.1016/j.jtte.2019.09.004.

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Sengoz, Burak, and Ali Topal. "Use of asphalt roofing shingle waste in HMA." Construction and Building Materials 19, no. 5 (June 2005): 337–46. http://dx.doi.org/10.1016/j.conbuildmat.2004.08.005.

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Huang, Guoqing, Hua He, Kishor C. Mehta, and Xiaobo Liu. "Data-Based Probabilistic Damage Estimation for Asphalt Shingle Roofing." Journal of Structural Engineering 141, no. 12 (December 2015): 04015065. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001300.

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Nelson, Peter E., Jason S. Der Ananian, Phalguni Mukhopadhyaya, Mavinkal K. Kumaran, and S. W. Dean. "Compact Asphalt Shingle Roof Systems: Should They be Vented?" Journal of ASTM International 6, no. 4 (2009): 102057. http://dx.doi.org/10.1520/jai102057.

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Zhou, Fujie, Peiru Chen, and Shin-Che Huang. "Characteristics of Virgin and Recycled Asphalt Shingle Binder Blends." Transportation Research Record: Journal of the Transportation Research Board 2444, no. 1 (January 2014): 78–87. http://dx.doi.org/10.3141/2444-09.

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Elseifi, Mostafa A., Alejandro Alvergue, Louay N. Mohammad, Saman Salari, José P. Aguiar-Moya, and Samuel B. Cooper. "Rutting and Fatigue Behaviors of Shingle-Modified Asphalt Binders." Journal of Materials in Civil Engineering 28, no. 2 (February 2016): 04015113. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0001400.

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Ding, Yongjie, Baoshan Huang, Wei Hu, Boming Tang, and Miao Yu. "Utilizing recycled asphalt shingle into pavement by extraction method." Journal of Cleaner Production 236 (November 2019): 117656. http://dx.doi.org/10.1016/j.jclepro.2019.117656.

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Ding, Yongjie, Kristen N. Wyckoff, Qiang He, Xuejuan Cao, and Baoshan Huang. "Biodegradation of waste asphalt shingle by white rot fungi." Journal of Cleaner Production 310 (August 2021): 127448. http://dx.doi.org/10.1016/j.jclepro.2021.127448.

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Dissertations / Theses on the topic "Asphalt shingle"

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Gursky, Barry Michael. "Particle size distribution optimization of filler content in shingle asphalt." Thesis, Georgia Institute of Technology, 1986. http://hdl.handle.net/1853/20989.

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Powers, Catherine N. "A process for evaluating the benefits of near-infrared reflective roof coatings used on asphalt shingle roofs." Thesis, Georgia Institute of Technology, 2015. http://hdl.handle.net/1853/54478.

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Reflective roof coatings keep the roof cooler by minimizing solar absorption and maximizing thermal emission. Keeping the surface of the roof cooler allows less heat to be conducted into the interior of the building which reduces the cooling load in air-conditioned buildings and improve comfort conditions in non-air conditioned buildings. A number of cool white materials, compatible with most roofing products, are available on the market. To appeal to homeowners, special cool “color” products have been developed to match the dark colors of conventional residential roofs but are highly reflective in the invisible near-infrared (NIR) spectrum. Although many studies highlight the benefits of cool white coatings on roof membranes of low-slope roofs, knowledge of NIR reflective coatings on asphalt shingles of steep slope roofs remains limited. The intent of this exploratory study is to present a process that can be used to evaluate the perceived and actual benefits of NIR coatings field-applied to asphalt shingles on single-family houses. The proposed process can be applied to a large sample of homes and occupants in a future study. A questionnaire was designed to attempt to evaluate occupants’ perceived benefits in regards to their indoor environment and occupant satisfaction following applications of NIR coatings. Along with subjective data collection, a field-experiment was developed to objectively compare the thermal performance of an NIR reflective field-coated asphalt shingle roof system with that of a conventional asphalt shingle roof system. Questionnaire results indicated that occupants did not perceive any significant changes to their indoor environment but were satisfied overall with the application and appearance of the roof coating. Additionally, 50% of occupants stated that their monthly energy costs somewhat decreased after the application. Interestingly, 63% of respondents experienced some form of roof leak following the coating application. Among those who experienced roof leaks, 100% of the roofs were 10 years or older. Field results showed that the coated roof surface was 2 to 5℉ cooler than the uncoated roof surface at midafternoon. Statistical testing for correlation between coated roof surface temperature and external conditions revealed that relative humidity was negatively correlated with coated roof temperature, while solar altitude angle was positively correlated with coated roof temperature. Multiple linear regression analysis was used to develop a model for predicting the surface temperature of the coated asphalt shingle roofs from the ambient temperature, sky conditions, dew point temperature, relative humidity, solar altitude and azimuth angle.
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Mannan, Umme Amina. "Effect of Recycled Asphalt Shingles (RAS) on Physical and Chemical Properties of Asphalt Binders." University of Akron / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=akron1343715502.

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Kiletico, Micah J. "Integrating Recycled Glass Cullet in Asphalt Roof Shingles to Mitigate Heat Island Effect." Thesis, Louisiana State University and Agricultural and Mechanical College, 2014. http://hdl.handle.net/10945/43477.

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CIVINS
As an approach to mitigate the harmful effects of Urban Heat Island (UHI), the use of glass cullet in the production of asphalt roof shingles has the potential to be employed as a cool roof strategy. The objective of this study was to test the hypothesis that the use of recycled glass increases solar reflectance index (SRI) without affecting the performance of asphalt roof shingles. In order to evaluate the feasibility of recycled glass for alternative uses, the engineering properties of glass cullet were investigated and compared to conventional aggregates used in the production of asphalt roof shingles. Laboratory samples were then prepared in order to measure solar reflectance properties and strength performance of conventional and recycled glass roof shingles. It is shown that while the use of recycled glass as a replacement to standard ceramic coated black roofing granules on the top surface of asphalt shingles results in an increased SRI, the addition of white pigment powder (anatase ultra fine particles passing mesh #320) mixed together and applied with the surface granules improves reflectance values to meet the cool roof threshold.
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Ptáčková, Eva. "Polygrafická výroba PROGRAF." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372030.

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The aim of this Diploma thesis is the elaboration of the project documentation of a construction part for realization of the new building of the production hall and administrative building in a city of Slavkov u Brna. According to the local zoning plan, both buildings are designed on a plot in the development part of the city. The selected plot is conveniently located due to good accessibility to the D1 motorway. The office building will consist of two above-ground floors. On the first floor there will be the management of the company and the head of the press, the economic and commercial department, hygienic facilities. On the second floor there wil be a graphic studio, a day room and a spacious terrace. The construction system of an office building will be a wall longitudinal. The ground plan of the object is rectangular. the roof is designed as a mono-pitched roof. The factory is a single-storey building. Inside the factory hall there will be a polygraphical technological equipment. The location of the machines is only indicative as well as their choice. The hall will have its own equipment equipped with air conditioning and heating. It is designed as a precast concrete frame. The system is designed longitudinal. The object is a rectangular ground plan with a saddle roof.
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Holcombe, Evan W. "Multi-Scale Approach to Design Sustainable Asphalt Paving Materials." Ohio University / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1493805362392927.

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Adesanya, Oludamilola. "Determining the Emissivity of Roofing Samples: Asphalt, Ceramic and Coated Cedar." Thesis, University of North Texas, 2015. https://digital.library.unt.edu/ark:/67531/metadc822838/.

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The goal is to perform heat measurements examine of selected roofing material samples. Those roofing materials are asphalt shingles, ceramics, and cedar. It’s important to understand the concept of heat transfer, which consists of conduction, convection, and radiation. Research work was reviewed on different infrared devices to see which one would be suitable for conducting my experiment. In this experiment, the main focus was on a specific property of radiation. That property is the emissivity, which is the amount of heat a material is able to radiate compared to a blackbody. An infrared measuring device, such as the infrared camera was used to determine the emissivity of each sample by using a measurement formula consisting of certain equations. These equations account for the emissivity, transmittance of heat through the atmosphere and temperatures of the samples, atmosphere and background. The experiment verifies how reasonable the data is compared to values in the emissivity table. A blackbody method such as electrical black tape was applied to help generate the correct data. With this data obtained, the emissivity was examined to understand what factors and parameters affect this property of the materials. This experiment was conducted using a suitable heat source to heat up the material samples to high temperature. The measurements were taken during the experiment and displayed by the IR camera. The IR images show the behavior of surface temperatures being distributed throughout the different materials. The main challenge was to determine the most accurate emissivity values for all material samples. The results obtained by the IR camera were displayed in figures and tables at different distances, which was between the heap lamp and materials. The materials exhibited different behaviors in temperature and emissivity at certain distances. The emissivity of each material varied with different temperatures. The results led to suggestions of certain materials that could be beneficial and disadvantageous in energy and cost savings during cold and hot seasons of the year. Also this led to some uncertainties in the data generated. Overall, this can support in exploring other ideas to increase energy and cost saving consistently during both season by using a material that can change its color and density based on a high or low temperature.
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Islam, Riyad-UL. "Performance Evaluation of Recycled Asphalt Shingles (RAS) in Hot Mix Asphalt (HMA): An Ontario Perspective." Thesis, 2011. http://hdl.handle.net/10012/5834.

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Today, a large quantity of waste is generated from the replacement of residential and commercial roofs. Many of the roofs being upgraded with previously constructed from asphalt shingles. Recycled Asphalt Shingles (RAS) contain nearly 30% of asphalt cement by mass, which can be a useful additive to asphalt pavements. In addition, shingles can offer significant potential savings through recycling and recovery as a construction material in flexible pavement. Currently, one and a half million tons of roofing shingle waste is generated each year in Canada related to the replacement of residential and commercial roofs and 90% of this valuable material is sent to landfills. If engineered properly, the addition of RAS into Hot Mix Asphalt (HMA) can provide significant benefits. The University of Waterloo’s Centre for Pavement and Transportation Technology (CPATT) is committed to working with public and private sector partners to develop sustainable technologies for the pavement industry. Using RAS in HMA can lead to economical, environmental and social benefits. Examples of which are reduced waste going to landfills and a reduction in the quantity of virgin material required. This research has involved the Ontario Centres of Excellence (OCE) and Miller Paving Limited. It was conducted to evaluate the performance of HMA containing RAS in both field and laboratory tests. A varying percentage of RAS was added to six common Ontario surface and binder layer of asphalt mixes. The intent was to determine if RAS could be added to improve performance and provide longer term cost savings. Laboratory testing was performed to evaluate the mix behavior. The elastic properties, fatigue life and resistance to thermal cracking were all evaluated at the CPATT laboratory. The characteristics of the mixes were evaluated by carrying out Dynamic Modulus, Resilient Modulus, Flexural Fatigue and Thermal Stress Restrained Specimen Test (TSRST) tests following American Association of State Highway and Transportation Officials (AASHTO) and American Society for Testing and Materials (ASTM) standards. Field test sections were constructed from HMA containing RAS to monitor the pavement behavior under natural environmental and traffic loading conditions. Evaluation of the field sites was performed using a Portable Falling Weight Deflectometer (PFWD) and carrying out distress surveys following the Ministry of Transportation Ontario (MTO) guidelines. The results to date show the sections performing very well with minimal to no distress developing. The results of the laboratory testing and field performance evaluations have shown encouraging results for the future use of RAS in HMA. If RAS can properly be engineered into HMA it can be a useful additive in both the surface and binder layers of the flexible pavement structure. Ultimately, the use of RAS in HMA can provide both an environmentally friendly and cost effective solution to the Ontario paving industry.
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Warner, Justin D. "The beneficial reuse of asphalt shingles in roadway construction." 2007. http://catalog.hathitrust.org/api/volumes/oclc/191884974.html.

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Thesis (M.S.)--University of Wisconsin--Madison, 2007.
Tyoescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 122-124).
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"Structure-Property Relationships to Understand Comprehensive Rejuvenation Mechanisms of Aged Asphalt Binder." Doctoral diss., 2020. http://hdl.handle.net/2286/R.I.62764.

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abstract: This research focused on the structure-property relationships of a rejuvenator to understand the comprehensive rejuvenation mechanism of aged asphalt binder. Aged asphalt such as recycled asphalt shingles (RAS) and reclaimed asphalt pavement (RAP) contain various amounts of asphalt binder. However, the asphalt binder in RAS and RAP is severely aged and inferior in properties compared to a virgin binder. To address this issue, liquid additives have been used under the general title of rejuvenators. That poses an additional challenge associated with the lack of clear metrics to differentiate between softeners and rejuvenators. Therefore, there is a need for a thorough study of rejuvenators. In this study, diverse-sourced rejuvenators have been used in RAS and RAP-modified binders as well as laboratory-prepared aged binders. The properties of the rejuvenated aged binder were characterized at a macro-level and molecular level. The study showed that the performance of the RAS-modified binder was significantly improved after bio-modification by a bio-rejuvenator. This study further evaluated laboratory-prepared aged asphalt rejuvenated with different rejuvenators. The results found that oxidized bitumen became soft after adding rejuvenators, regardless of their source. Molecular dynamics simulation showed that the effective rejuvenator restored the molecular conformation and reduced the size of asphaltene nanoaggregates. The study results showed that due to the specific chemical composition of certain rejuvenators, they may negatively impact the durability of the mixture, especially about its resistance to moisture damage and aging. Computational analysis showed that while the restoration capacity of rejuvenators is related to their penetration into and peptizing of asphaltene nanoaggregates, the durability of the restored aged asphalt is mainly related to the polarizability values of the rejuvenator. Rejuvenators with lower polarizability showed better resistance to aging and moisture damage. In summary, this study develops the rheology-based indicators which relate to the molecular level phenomenon in the rejuvenation mechanism. The rheology-based indicators, for instance, crossover modulus and crossover frequency differentiated the rejuvenators from recycling agents. Moreover, the study found that rejuvenation efficiency and durability are depended on the chemistry of rejuvenators. Finally, based on the learning of chemistry, a chemically balanced rejuvenator is synthesized with superior rejuvenation properties.
Dissertation/Thesis
Doctoral Dissertation Civil, Environmental and Sustainable Engineering 2020
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Books on the topic "Asphalt shingle"

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West, Randy, Fabricio Leiva, Grant Julian, Adam Taylor, Elton Brown, and James Richard Willis. Using Recycled Asphalt Shingles with Warm Mix Asphalt Technologies. Washington, D.C.: Transportation Research Board, 2018. http://dx.doi.org/10.17226/25185.

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Stroup-Gardiner, Mary. Use of Reclaimed Asphalt Pavement and Recycled Asphalt Shingles in Asphalt Mixtures. Washington, D.C.: Transportation Research Board, 2016. http://dx.doi.org/10.17226/23641.

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Stewart, Trina Elizabeth. Leaching of copper, chromium, lead, total organic carbon, and protons from new cedar and asphalt shingles. Bellingham, WA: Huxley College of Environmental Studies, Western Washington University, 1997.

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Roofing with Asphalt Shingles (For Pros by Pros). Taunton, 2002.

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Parker, Philip M. The 2007-2012 World Outlook for Organic-Base Asphalt Strip Shingles Excluding Laminated Shingles. ICON Group International, Inc., 2006.

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Parker, Philip M. The 2007-2012 Outlook for Organic-Base Asphalt Strip Shingles Excluding Laminated Shingles in Japan. ICON Group International, Inc., 2006.

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Parker, Philip M. The 2007-2012 Outlook for Organic-Base Asphalt Strip Shingles Excluding Laminated Shingles in India. ICON Group International, Inc., 2006.

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Parker, Philip M. The 2007-2012 Outlook for Organic-Base Asphalt Strip Shingles Excluding Laminated Shingles in Greater China. ICON Group International, Inc., 2006.

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Parker, Philip M. The 2007-2012 Outlook for Organic-Base Asphalt Strip Shingles Excluding Laminated Shingles in the United States. ICON Group International, Inc., 2006.

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Parker, Philip M. The 2007-2012 World Outlook for 235 to 240-Pound Organic-Base Asphalt Strip Shingles Excluding Laminated Shingles. ICON Group International, Inc., 2006.

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Book chapters on the topic "Asphalt shingle"

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Hill, Brian, He Wang, and William G. Buttlar. "Effects of Recycled Shingle and Virgin Asphalt Binder Mixing on Mixture Performance." In RILEM Bookseries, 291–97. Dordrecht: Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-0867-6_41.

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Vlasopoulos, Nikolaos, Duc Tung Dao, Nouffou Tapsoba, Hervé Di Benedetto, Cédric Sauzéat, Mohsen Ech, and Nicolas Miravalls. "Impact of Viscoelastic and Fatigue Behavior of Asphalt Mixtures Made with RAP and Asphalt Shingle on the Life Cycle Assessment Results." In RILEM Bookseries, 1023–29. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-46455-4_130.

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Rajan, Sreehari, Michael A. Sutton, Ryan Fuerte, and Igor Emri. "Time Temperature Superposition and Prony Series Coefficients of Asphalt Roof Shingle Material from Viscoelastic Creep Testing." In Challenges in Mechanics of Time Dependent Materials, Volume 2, 33–38. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-63393-0_6.

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Estes, Heather E., and Murray Morrison. "Laboratory Conditioning Methods for Asphalt Shingles." In Roofing Research and Standards Development: 9th Volume, 133–47. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2020. http://dx.doi.org/10.1520/stp162120190003.

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Soleimanbeigi, Ali, Tuncer B. Edil, and Craig H. Benson. "Recycled Asphalt Shingles Mixed with Granular Byproducts as Structural Fills." In Testing and Specification of Recycled Materials for Sustainable Geotechnical Construction, 193–220. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2011. http://dx.doi.org/10.1520/stp49471t.

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Soleimanbeigi, Ali, Tuncer B. Edil, and Craig H. Benson. "Recycled Asphalt Shingles Mixed with Granular Byproducts as Structural Fills." In Testing and Specification of Recycled Materials for Sustainable Geotechnical Construction, 193–220. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2011. http://dx.doi.org/10.1520/stp154020120010.

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Warner, Justin D., and Tuncer B. Edil. "An Evaluation of Reclaimed Asphalt Shingles for Beneficial Reuse in Roadway Construction." In Testing and Specification of Recycled Materials for Sustainable Geotechnical Construction, 146–67. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2011. http://dx.doi.org/10.1520/stp49469t.

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Warner, Justin D., and Tuncer B. Edil. "An Evaluation of Reclaimed Asphalt Shingles for Beneficial Reuse in Roadway Construction." In Testing and Specification of Recycled Materials for Sustainable Geotechnical Construction, 146–67. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2011. http://dx.doi.org/10.1520/stp154020120008.

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Ghorbani, Rahim, Xing Zhao, Fabio Matta, Michael A. Sutton, Addis Kidane, Zhuzhao Liu, Anne Cope, and Timothy Reinhold. "Feasibility of Non-Contacting Measurement of Wind-Induced Full-Field Displacements on Asphalt Shingles." In Advancement of Optical Methods in Experimental Mechanics, Volume 3, 415–21. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06986-9_51.

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Shivaprasad, Punith Veeralinga, Feipeng Xiao, and Serji N. Amirkhanian. "Moisture and Rutting Resistances of Foamed Asphalt Mixtures Containing Recycled Coal Ash or Shingles With Moist Aggregates." In Testing and Specification of Recycled Materials for Sustainable Geotechnical Construction, 583–600. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2011. http://dx.doi.org/10.1520/stp49490t.

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Conference papers on the topic "Asphalt shingle"

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Glatfelter, T., S. Guha, K. Hoffman, C. Vogeli, J. Yang, K. Younan, and J. Wishagen. "A PV module that emulates an asphalt shingle." In Conference Record of the Twenty Fifth IEEE Photovoltaic Specialists Conference - 1996. IEEE, 1996. http://dx.doi.org/10.1109/pvsc.1996.564356.

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Soleimanbeigi, A., and T. B. Edil. "Evaluation of Shear Creep Response of Recycled Asphalt Shingle Mixtures." In Geo-Congress 2013. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412787.010.

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Golestani, Behnam, Hamid Maherinia, Boo Hyun Nam, and Amir Behzadan. "Investigation on the Effects of Recycled Asphalt Shingle as an Additive to Hot-Mix Asphalt." In Airfield and Highway Pavements 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479216.002.

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Colon, Carlos J., and Tim Merrigan. "Roof Integrated Solar Absorber: The Measured Performance of “Invisible” Solar Collectors." In ASME 2001 Solar Engineering: International Solar Energy Conference (FORUM 2001: Solar Energy — The Power to Choose). American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/sed2001-120.

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Abstract The Florida Solar Energy Center (FSEC), with the support of the National Renewable Energy Laboratory (NREL), has investigated the thermal performance of solar absorbers which are an integral yet indistinguishable part of a building’s roof. The first roof-integrated solar absorber (RISA) system was retrofitted into FSEC’S Flexible Roof Facility in Cocoa, Florida in September 1998. This “proof-of-concept” system uses the asphalt shingle roof surface and the plywood decking under the shingles as an unglazed solar absorber. The absorbed solar heat is then transferred to water that is circulated from a storage tank through polymer tubing attached to the underside of the roof decking. Data collected on this direct 3.9 m2 (42 ft2) solar system for a period of 12 months indicates that it was able to provide an average of 3.4 kWh per day of hot water energy to the storage tank under a 242 liters (64 gal) per day load. The RISA system’s average annual solar conversion efficiency was also determined to be 8 percent, with daily efficiencies reaching a maximum of 13 percent. In addition, a thermal performance equation has been determined to characterize the Phase 1 RISA system’s year-long efficiency under various ambient temperature, insolation, and wind speed conditions. As a follow-on to the proof-of-concept phase, two prototypes of approximately 4.5 m2 (48 ft2) surface area were constructed and submitted for FSEC thermal performance testing. These Phase 2 RISA prototypes differ in both roof construction and the position of the polymer tubing. One prototype is similar to the “proof-of-concept” RISA system as it employs an asphalt shingle roof surface and has the tubing mounted on the underside of the plywood decking. The second RISA prototype uses metal roofing panels over a plywood substrate and places the polymer tubing between the plywood decking and the metal roofing. Both prototypes were tested according to ASHRAE Standard 93 for determining the thermal performance of solar collectors. From performance data measured both outdoors and indoors using a solar Simulator, FR(ταe)’s were determined to be approximately 18% and 33% for the asphalt shingle and metal roof RISA prototypes, respectively. In addition, the coefficients of linear and second-order efficiency equations were also determined at various wind speeds. Finally, an FSEC thermal performance rating was calculated at the low and intermediate temperature levels. In summary, this paper is a first look at the thermal performance results for these “invisible” solar absorbers that use the actual roof surface of a building for solar heat collection.
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Zingre, Kishor T., and Man Pun Wan. "An Investigation of Heat Transfer Characteristics of Cool Coating for Building Roofs in the Tropical Climate." In ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-63999.

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Heat transfer characteristics of cool coating for building roofs in the tropical climate have been investigated by formulating a cool roof heat transfer (CRHT) model for transient heat flux through a cool-coated multi-layered roof (MLR). Furthermore, the impact of the cool coating on heat flux through roof was quantified by extending the CRHT model to estimate the equivalent thickness of uncoated roof required and the equivalent thermal insulation material thickness to be added over uncoated roof to achieve the same daily heat gain as for a cool-coated roof. It was observed that the impact of cool coating is much more significant for low R-value (5–15 cm2-K/W) roof materials, such as metal roofs, as compared to high R-value (>800 cm2-K/W) roof materials such as concrete, asphalt shingle, wood shingle, etc.
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Golestani, Behnam, Boo Hyun Nam, Tolga Ercan, and Omer Tatari. "Life-Cycle Carbon, Energy, and Cost Analysis of Utilizing Municipal Solid Waste Bottom Ash and Recycled Asphalt Shingle in Hot-Mix Asphalt." In Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480434.036.

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Salari, Saman, Mostafa Elseifi, and Louay Mohammad. "Evaluation Of The Effects Of Recycled Asphalt Shingle On Binder Rheological Properties Using The Wet Process." In The Seventh International Structural Engineering and Construction Conference. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_c-30-236.

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Hassan, Marwa M., Aaron Lodge, Louay N. Mohammad, and William “Bill” King. "Characterization of Recycled Asphalt Shingles." In Construction Research Congress 2016. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479827.111.

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Goh, Shu Wei, and Zhanping You. "Evaluation of Recycled Asphalt Shingles in Hot Mix Asphalt." In First Congress of Transportation and Development Institute (TDI). Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41167(398)61.

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DeLeon, Marco A., and Pamela C. Pietrasik. "Assessing Wind Damage to Asphalt Roof Shingles." In Fifth Forensic Engineering Congress. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41082(362)20.

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Reports on the topic "Asphalt shingle"

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Bailey, David M. Roofer: Steep Roofing Inventory Procedures and Inspection and Distress Manual for Asphalt Shingle Roofs. Fort Belvoir, VA: Defense Technical Information Center, December 1999. http://dx.doi.org/10.21236/ada378154.

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Jameson, Rex, PE. Asphalt Roofing Shingles Into Energy Project Summary Report. Office of Scientific and Technical Information (OSTI), April 2008. http://dx.doi.org/10.2172/927606.

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Levinson, Ronnen M., Sharon S. Chen, George A. Ban-Weiss, Haley E. Gilbert, Paul H. Berdahl, Pablo J. Rosado, Hugo Destaillats, Mohamad Sleiman, and Thomas W. Kirchstetter. Next-Generation Factory-Produced Cool Asphalt Shingles: Phase 1 Final Report. Office of Scientific and Technical Information (OSTI), November 2016. http://dx.doi.org/10.2172/1398435.

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Ueno, Kohta, and Joseph W. Lstiburek. Field Testing Unvented Roofs with Asphalt Shingles in Cold and Hot-Humid Climates. Office of Scientific and Technical Information (OSTI), September 2015. http://dx.doi.org/10.2172/1225496.

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Ueno, Kohta, and Joseph W. Lstiburek. Field Testing Unvented Roofs with Asphalt Shingles in Cold and Hot-Humid Climates. Office of Scientific and Technical Information (OSTI), September 2015. http://dx.doi.org/10.2172/1220557.

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