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Journal articles on the topic 'Asphalt shingle'

Author: Grafiati

Published: 4 June 2021

Last updated: 6 February 2022

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Alvergue, Alejandro, Mostafa Elseifi, Louay N. Mohammad, Samuel B. Cooper, and Samuel Cooper. "Laboratory evaluation of asphalt mixtures with reclaimed asphalt shingle prepared using the wet process." Road Materials and Pavement Design 15, sup1 (June 19, 2014): 62–77. http://dx.doi.org/10.1080/14680629.2014.927410.

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12

Zhou, Fujie, Hongsheng Li, Robert Lee, Tom Scullion, and German Claros. "Recycled Asphalt Shingle Binder Characterization and Blending with Virgin Binders." Transportation Research Record: Journal of the Transportation Research Board 2370, no. 1 (January 2013): 33–43. http://dx.doi.org/10.3141/2370-05.

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13

Ferrari, C., C. Mugoni, M. Montorsi, and C. Siligardi. "On a solar reflective ceramic based glaze for asphalt shingle." Ceramics International 43, no. 17 (December 2017): 14710–17. http://dx.doi.org/10.1016/j.ceramint.2017.07.200.

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14

He, Hua, Guoqing Huang, Jianming Yin, and Kishor C. Mehta. "Application and validation of an asphalt shingle roofing damage estimation method." Journal of Wind Engineering and Industrial Aerodynamics 145 (October 2015): 94–101. http://dx.doi.org/10.1016/j.jweia.2015.06.007.

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15

Arnold, Althea. "An Assessment of the Asphalt Shingle Roofing Process for Residential Buildings." Procedia Engineering 145 (2016): 760–65. http://dx.doi.org/10.1016/j.proeng.2016.04.099.

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16

Soleimanbeigi, Ali, Tuncer B. Edil, and Craig H. Benson. "Effect of Temperature on Geotechnical Properties of Recycled Asphalt Shingle Mixtures." Journal of Geotechnical and Geoenvironmental Engineering 141, no. 2 (February 2015): 04014097. http://dx.doi.org/10.1061/(asce)gt.1943-5606.0001216.

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17

Brown-Giammanco, Tanya M., Ian M. Giammanco, and Heather E. Estes. "New Asphalt Shingle Hail Impact Performance Test Protocol and Damage Assessment." Natural Hazards Review 22, no. 4 (November 2021): 04021050. http://dx.doi.org/10.1061/(asce)nh.1527-6996.0000509.

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18

Baaj, Hassan, Mohsen Ech, Nouffou Tapsoba, Cedric Sauzeat, and Hervé Di Benedetto. "Thermomechanical characterization of asphalt mixtures modified with high contents of asphalt shingle modifier (ASM®) and reclaimed asphalt pavement (RAP)." Materials and Structures 46, no. 10 (January 25, 2013): 1747–63. http://dx.doi.org/10.1617/s11527-013-0015-7.

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19

Boudreaux, Philip, Simon Pallin, and Roderick Jackson. "Investigation of the proposed solar-driven moisture phenomenon in asphalt shingle roofs." Journal of Building Physics 40, no. 4 (July 27, 2016): 311–23. http://dx.doi.org/10.1177/1744259115624183.

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Unvented attics are an energy-efficiency measure to reduce the thermal load of the conditioned space and decrease the space conditioning energy consumption by about 10%. This retrofit is usually done by spraying polyurethane foam underneath the roof sheathing, and on the gables and soffits of an attic to provide an air barrier and a thermal control layer. Unvented attics perform well from this perspective, but from a moisture perspective sometimes homes with unvented attics have high interior humidity or moisture damage to the roof. As homes become more air tight and energy efficient, a better understanding of the hygrothermal dynamics of homes with energy-efficient envelopes becomes more important. One proposed reason for high unvented attic humidity has been that moisture can come through the asphalt shingle roof system and increase the moisture content of the roof sheathing and attic air. This has been called “solar-driven moisture.” Oak Ridge National Laboratory investigated this proposed phenomenon by examining the physical properties of a roof and the physics required for the phenomenon. Results showed that there are not favorable conditions for solar-driven moisture to occur. Oak Ridge National Laboratory also conducted an experimental study in a home with an unvented attic and compared the humidity below the roof sheathing before and after a vapor impermeable underlayment was installed. There was no statistically significant difference in absolute humidity before and after the impermeable underlayment was installed. The outcomes of the theoretical and experimental studies suggest that solar-driven moisture does not occur in any significant amount.

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20

An, Jinwoo, Boo Nam, and Heejung Youn. "Investigation on the Effect of Recycled Asphalt Shingle (RAS) in Portland Cement Mortar." Sustainability 8, no. 4 (April 19, 2016): 384. http://dx.doi.org/10.3390/su8040384.

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21

Zhao, Sheng, Sayeda N. Nahar, Alexander J. M. Schmets, Baoshan Huang, Xiang Shu, and Tom Scarpas. "Investigation on the microstructure of recycled asphalt shingle binder and its blending with virgin bitumen." Road Materials and Pavement Design 16, sup1 (April 18, 2015): 21–38. http://dx.doi.org/10.1080/14680629.2015.1030911.

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22

Levinson, Ronnen, Hashem Akbari, Paul Berdahl, Kurt Wood, Wayne Skilton, and Jerry Petersheim. "A novel technique for the production of cool colored concrete tile and asphalt shingle roofing products." Solar Energy Materials and Solar Cells 94, no. 6 (June 2010): 946–54. http://dx.doi.org/10.1016/j.solmat.2009.12.012.

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23

Croom, Brendan P., Michael A. Sutton, Xing Zhao, Fabio Matta, and Rahim Ghorbani. "Modeling of asphalt roof shingle-sealant structures for prediction of local delamination under high wind loads." Engineering Structures 96 (August 2015): 100–110. http://dx.doi.org/10.1016/j.engstruct.2015.03.063.

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24

Sackey, Solomon, and Byung-Soo Kim. "Environmental and Economic Performance of Asphalt Shingle and Clay Tile Roofing Sheets Using Life Cycle Assessment Approach and TOPSIS." Journal of Construction Engineering and Management 144, no. 11 (November 2018): 04018104. http://dx.doi.org/10.1061/(asce)co.1943-7862.0001564.

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25

Croom, Brendan, Sreehari Rajan, Fabio Matta, Artem Aleshin, Troy Myers, and Michael A. Sutton. "Modeling of asphalt roof shingle structures with dual sealant strips; optimization for improved delamination resistance under high wind loads." Journal of Building Engineering 30 (July 2020): 101266. http://dx.doi.org/10.1016/j.jobe.2020.101266.

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26

Miller, Norton G., and Sean C. Robinson. "Introduction and recent range expansion in the moss Ptychomitrium serratum (Ptychomitriaceae) in the Southern and Eastern United StatesThis paper is one of a selection of papers published as part of the special Schofield Gedenkschrift." Botany 88, no. 4 (April 2010): 336–44. http://dx.doi.org/10.1139/b09-099.

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The moss Ptychomitrium serratum (C. Müll. Hal. ex Schimp.) Besch., is native to Mexico and parts of western Texas and southern New Mexico, and it is a rare adventive in the area from East Texas and Louisiana to Missouri, Tennessee, South Carolina, and northward to locations near the coast in New York State and Massachusetts. In the adventive part of this calcicole’s range, all collections are from the past 50 years. Concrete, mortar, and rarely asphalt shingle are its only known substrata in this region, which contrasts sharply with its common occurrence on limestone in the native portion of its range. These observations indicate recent, perhaps on-going, immigration into the eastern United States and dispersal from established populations in this region. This monoicous moss commonly produces spores, which are its primary means of spread. Given the low density occurrences in the adventive portion of the range of P. serratum, dispersal may be generally northeastward from Mexico – Texas – New Mexico, following northeastward storm tracks in the southern and eastern United States. The apparently recent spread of this moss does not show obvious reliance on any direct human activity.

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27

Croom, Brendan P., Michael A. Sutton, Xing Zhao, Fabio Matta, Rahim Ghorbani, and Artem Aleshin. "Corrigendum to “Modeling of asphalt roof shingle-sealant structures for prediction of local delamination under high wind loads” [Eng. Struct. 96 (2015) 100–110]." Engineering Structures 122 (September 2016): 350–54. http://dx.doi.org/10.1016/j.engstruct.2015.10.051.

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28

Chervenko, Yuriy V., Alexey S. Almatov, and Victor N. Sokov. "Roofing granules with additive of copper-zinc powder having biocidal properties." Vestnik MGSU, no. 2 (February 2019): 199–206. http://dx.doi.org/10.22227/1997-0935.2019.2.199-206.

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Introduction. In the world practice, ceramic coated roofing granules with various biocidal (algicidal) additives are used to prevent discoloration of asphalt roofing shingle. The paper propose the application of the selective dissolution of brass process to accelerate the algicidal effect of surface mineral granules. The authors show that incorporating of brass pigment in the color coat of roofing granules provides the desired degree of algae resistance over an extended period of time. Materials and methods. The brass pigment powder was taken as an algicidal additive. Algae resistant granules with the brass pigment were made in Stroymineral plant. Standard AR granules from North America market were taken as a control sample. Algicidal effect was measured by comparison of control sample and manufactured algae retardant granules performance in the 4 weeks quantitative spectrophotometric chlorophyll test. Measurement of an optical density of the liquid culture solution were made to determine the algae growth rates. The measurement was performed in the laboratory for the development of innovative medicines and biotechnologies in MIPT University. Results. The results show that manufactured algae retardant granules displayed level of the algicidal activity which is equal to control sample during the research. It was found that the highest algicidal activity was shown by products manufactured using finely dispersed copper-zinc alloy powder with a zinc content between 15-30 %. Conclusions. The manufactured granules with brass pigment in the color coating reveal ability to inhibit the algae growth.

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29

Aguirre, Max A., Marwa M. Hassan, Sharareh Shirzad, Louay N. Mohammad, and Samuel B. Cooper. "Performance of Asphalt Rejuvenators in Hot-Mix Asphalt Containing Recycled Asphalt Shingles." Transportation Research Record: Journal of the Transportation Research Board 2633, no. 1 (January 2017): 108–16. http://dx.doi.org/10.3141/2633-13.

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The use of recycled asphalt shingles (RAS) in asphalt paving construction represents a sustainable approach to reduce virgin material consumption and negative environmental effects, as well as the cost of asphalt pavement. However, many challenges are yet to be addressed about the use of RAS in paving applications. This study evaluated the effect of the incorporation of postconsumer waste shingles and rejuvenators on the performance of hot-mix asphalt. Four asphalt rejuvenators—one bio-oil and three synthetic oils—were evaluated. A set of laboratory tests was conducted to characterize the performance of asphalt mixtures against permanent deformation and fatigue cracking. The addition of 5% RAS showed an improvement in permanent deformation when compared with a conventional mixture with no RAS. Yet the addition of asphalt rejuvenator products slightly decreased the performance against permanent deformation. On the basis of Hamburg wheel-tracking device test results, the addition of RAS did not adversely affect moisture resistance. Yet semicircular bending test results showed that the asphalt mixtures that contained asphalt rejuvenators had a lower critical strain energy release rate than the minimum threshold value (0.5 kJ/m2), which indicated a greater susceptibility to intermediate-temperature cracking.

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30

Cooper, Samuel B., Louay N. Mohammad, and Mostafa A. Elseifi. "Laboratory Performance of Asphalt Mixtures Containing Recycled Asphalt Shingles." Transportation Research Record: Journal of the Transportation Research Board 2445, no. 1 (January 2014): 94–102. http://dx.doi.org/10.3141/2445-11.

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31

Buss, Ashley, Andrew Cascione, and R. Christopher Williams. "Evaluation of warm mix asphalt containing recycled asphalt shingles." Construction and Building Materials 61 (June 2014): 1–9. http://dx.doi.org/10.1016/j.conbuildmat.2014.02.066.

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32

Barry, Kelly, Jo Sias Daniel, Jennifer Foxlow, and Katherine Gray. "An evaluation of reclaimed asphalt shingles in hot mix asphalt by varying sources and quantity of reclaimed asphalt shingles." Road Materials and Pavement Design 15, no. 2 (November 28, 2013): 259–71. http://dx.doi.org/10.1080/14680629.2013.861765.

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33

Peterka, J. A., J. E. Cermak, L. S. Cochran, B. C. Cochran, N. Hosoya, R. G. Derickson, C. Harper, J. Jones, and B. Metz. "Wind Uplift Model for Asphalt Shingles." Journal of Architectural Engineering 3, no. 4 (December 1997): 147–55. http://dx.doi.org/10.1061/(asce)1076-0431(1997)3:4(147).

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34

Baskaran, A., J. A. Peterka, J. E. Cermak, L. S. Cochran, B. C. Cochran, N. Hosoya, R. G. Derickson, C. Harper, J. Jones, and B. Metz. "Wind Uplift Model for Asphalt Shingles." Journal of Architectural Engineering 5, no. 2 (June 1999): 67. http://dx.doi.org/10.1061/(asce)1076-0431(1999)5:2(67).

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35

Soleimanbeigi, Ali, Tuncer B. Edil, and Craig H. Benson. "Creep response of recycled asphalt shingles." Canadian Geotechnical Journal 51, no. 1 (January 2014): 103–14. http://dx.doi.org/10.1139/cgj-2013-0252.

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Recycled asphalt shingles (RAS) mixed with granular materials or cementitiously stabilized to control their otherwise high compressibility provide a viable lightweight structural fill material in highway embankments or backfill behind retaining structures. In this research, deviator creep response of RAS mixed with bottom ash (BA) or stabilized with self-cementing fly ash (FA) was investigated. Systematic constant stress consolidated-drained triaxial tests were conducted on compacted RAS–BA and RAS–FA mixtures at ranges of confining pressures, deviator stresses, and temperatures expected in the field. Results showed that both compacted RAS–BA and RAS–FA mixtures represent classic creep response similar to soils. Creep rupture was observed at deviator stresses higher than 80% of deviator stress at failure. To prevent creep rupture, mobilized shear strength in the design of side slopes of highway embankments containing RAS should be limited to 80% of deviator stress at failure. Creep rate is affected by confining pressures. At a given stress level, the creep rate decreased and the time to creep rupture increased with increasing confining pressure. Temperature change also affects the creep strain and strain rate of compacted RAS–BA and RAS–FA mixtures. The strain rate of the compacted RAS–BA mixture exponentially increased with temperature. However, thermal pre-loading at summer field temperatures significantly reduced the strain rate of the compacted RAS–BA mixture from 64 × 10−6%/min to 3.6 × 10−6%/min and that of the RAS–FA mixture from 190 × 10−6%/min to 6.9 × 10−6%/min. To minimize creep strain and strain rate of structural fill materials containing RAS, construction is recommended during warm seasons. Creep models were developed to evaluate the time-dependent deformation of embankments constructed with RAS mixed with granular materials or stabilized with self-cementing fly ash.

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36

Elseifi, Mostafa A., Saman Salari, Louay N. Mohammad, Marwa Hassan, William H. Daly, and Samer Dessouky. "New Approach to Recycling Asphalt Shingles in Hot-Mix Asphalt." Journal of Materials in Civil Engineering 24, no. 11 (November 2012): 1403–11. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0000520.

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37

Sharifi, Naser P., Zachary McKay, Phillip Blankenship, Kamyar C. Mahboub, and R. Michael Anderson. "Assessing Binder Blending Level in Asphalt Mixtures Containing Recycled Asphalt Shingles." Journal of Materials in Civil Engineering 31, no. 8 (August 2019): 04019144. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0002835.

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38

Shirzad, Sharareh, Max A. Aguirre, Luis Bonilla, Mostafa A. Elseifi, Samuel Cooper, and Louay N. Mohammad. "Mechanistic-empirical pavement performance of asphalt mixtures with recycled asphalt shingles." Construction and Building Materials 160 (January 2018): 687–97. http://dx.doi.org/10.1016/j.conbuildmat.2017.11.114.

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39

Ozer, Hasan, Imad L. Al-Qadi, Ahmad I. Kanaan, and Dave L. Lippert. "Performance Characterization of Asphalt Mixtures at High Asphalt Binder Replacement with Recycled Asphalt Shingles." Transportation Research Record: Journal of the Transportation Research Board 2371, no. 1 (January 2013): 105–12. http://dx.doi.org/10.3141/2371-12.

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40

Morris, Ray F. "NOTES ON AN UNUSUAL HABITAT FOR OVERWINTERING EUROPEAN CRANE FLY LARVAE (DIPTERA: TIPULIDAE) IN NEWFOUNDLAND." Canadian Entomologist 118, no. 11 (November 1986): 1205–6. http://dx.doi.org/10.4039/ent1181205-11.

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On 2 April 1986, while removing an accumulation of mosses from the roof of a covered picnic table near a home on Brookfield Road, St. John's (Fig. 1), several hundred larvae (leatherjackets) of the European crane fly, Tipula paludosa Meigen, were found overwintering in the moss between the slots of the asphalt shingles (Fig. 2). During the period 1971–1985 a heavy growth of mosses had become established in the slots between the shingles. Sufficient organic matter, together with particles of soil and sand, had accumulated in these slots to support the mosses, which gradually spread outward to the flat surfaces of the shingles (Fig. 1).

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41

Jahangiri, Behnam, Hamed Majidifard, James Meister, and William G. Buttlar. "Performance Evaluation of Asphalt Mixtures with Reclaimed Asphalt Pavement and Recycled Asphalt Shingles in Missouri." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 2 (February 2019): 392–403. http://dx.doi.org/10.1177/0361198119825638.

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This study investigates the performance of eighteen different dense-graded asphalt mixtures paved in Missouri. The sections contain a wide range of reclaimed asphalt pavement (RAP) and recycled asphalt shingles (RAS), and different types of additives. The large number of sections investigated and the associated breadth of asphalt mixtures tested provided a robust data set to evaluate the range, repeatability, and relative values provided by modern mixture performance tests. As cracking is one of the most prevalent distresses in Missouri, performance tests such as the disk-shaped compact tension test (DC[T]) and Illinois flexibility index test (I-FIT) were used to evaluate the cracking potential of the sampled field cores. In addition, the Hamburg wheel tracking test (HWTT) was employed to assess rutting and stripping potential. Asphalt binder replacement (ABR) and binder grade bumping at low temperature were found to be critical factors in low-temperature cracking resistance as assessed by the DC(T) fracture energy test. Six sections were found to perform well in the DC(T) test, likely as a result of binder grade bumping (softer grade selection) or because of low recycling content. However, all of the sections were characterized as having brittle behavior by the I-FIT flexibility index. Service life and ABR were key factors in the I-FIT test. Finally, a performance-space diagram including DC(T) fracture energy and HWTT rut depth was used to identify mixtures with higher usable temperature interval (UTImix), some of which contained significant amounts of recycled material.

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42

Yan, Yu, Reynaldo Roque, David Hernando, and George Lopp. "Effect of Reclaimed Asphalt Pavement and Recycled Asphalt Shingles on Fracture Tolerance of Asphalt Binders." Journal of Testing and Evaluation 47, no. 5 (May 17, 2019): 20180669. http://dx.doi.org/10.1520/jte20180669.

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43

Nam, BooHyun, Hamid Maherinia, and Amir H. Behzadan. "Mechanical characterization of asphalt tear-off roofing shingles in Hot Mix Asphalt." Construction and Building Materials 50 (January 2014): 308–16. http://dx.doi.org/10.1016/j.conbuildmat.2013.08.037.

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44

Foo, Kee Y., Douglas I. Hanson, and Todd A. Lynn. "Evaluation of Roofing Shingles in Hot Mix Asphalt." Journal of Materials in Civil Engineering 11, no. 1 (February 1999): 15–20. http://dx.doi.org/10.1061/(asce)0899-1561(1999)11:1(15).

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45

Wu, Shenghua, Kun Zhang, Haifang Wen, Joe DeVol, and Kevin Kelsey. "Performance Evaluation of Hot Mix Asphalt Containing Recycled Asphalt Shingles in Washington State." Journal of Materials in Civil Engineering 28, no. 1 (January 2016): 04015088. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0001357.

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46

Cascione, Andrew A., R. Christopher Williams, and Jianhua Yu. "Performance testing of asphalt pavements with recycled asphalt shingles from multiple field trials." Construction and Building Materials 101 (December 2015): 628–42. http://dx.doi.org/10.1016/j.conbuildmat.2015.09.027.

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47

Yang, Jun, Shirley Ddamba, Riyad UL-Islam, Md Safiuddin, and Susan L. Tighe. "Investigation on use of recycled asphalt shingles in Ontario hot mix asphalt: a Canadian case study." Canadian Journal of Civil Engineering 41, no. 2 (February 2014): 136–43. http://dx.doi.org/10.1139/cjce-2013-0022.

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The usage of recycled asphalt shingles (RAS) in hot mix asphalt (HMA) pavements provides many benefits as long as they are properly engineered into the various HMA mixes. Contractors, consultants, and Departments of Transportation have evaluated the performance of these various materials, although they are still only used in a limited number of areas. Alternatively, recycled asphalt pavement (RAP) is recognized as a high value recycled material and is actually the most recycled material in North America. In Ontario, RAP is successfully used in most HMA. Related studies on HMA containing RAS and RAP are limited in Canada although recently studies and field trials on effectively using RAS in HMA in Ontario have been completed by the Centre of Pavement and Transportation Technology (CPATT) at University of Waterloo in partnership with Miller Paving Ltd and the Ontario Centre of Excellence. This paper presents key findings from a comprehensive laboratory investigation and analysis of six asphalt mixes with RAS and RAP in Ontario through dynamic modulus, resilient modulus, thermal stress restrained specimen, and flexural fatigue testing. Using RAS alone or combining with RAP makes the asphalt stiffer at high and low temperatures respectively. Lowering the low temperature performance grade of the asphalt binder by 6 °C and incorporating 3% RAS or less with RAP in HMA mix design can result in meeting the appropriate specification. While field testing of RAS pavements demonstrated that surface friction properties are in good condition in various environmental and loading conditions, the laboratory test results and field performances indicate that RAS can be a useful additive to asphalt mixes in Ontario hot mix pavement through reasonable mix design.

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48

Li, Xinjun, and Jack Youtcheff. "Practical Method to Determine the Effect of Air Voids on the Dynamic Modulus of Asphalt Mixture." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 28 (September 21, 2018): 462–70. http://dx.doi.org/10.1177/0361198118787389.

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Abstract:

This study presents a practical method for estimating the effect of air voids on the dynamic modulus of asphalt mixture. Dynamic modulus was predicted for mixes with a large range of air void contents using the construction mix volumetric and binder rheological data from 10 accelerated loading facility (ALF) lanes, following the Witczak and Hirsch methods. A large variety of plant-produced and laboratory-prepared mixtures, including hot- and warm-mix asphalt (HMA and WMA), reclaimed asphalt pavement, and recycled asphalt shingles, was tested for dynamic modulus at different air void contents. The experimentally measured and normalized correction factors were found to be more dependent on test temperature than the frequency. The predicted correction factors were found to match with the experimental data at lower temperature but to be clearly lower at high temperature. A set of correction factors for each test temperature is recommended to practitioners correcting dynamic modulus with variation in air voids in asphalt pavement.

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Im, Soohyok, and Fujie Zhou. "New and Simpler Cracking Test Method for Asphalt Mix Designs." Transportation Research Record: Journal of the Transportation Research Board 2631, no. 1 (January 2017): 1–10. http://dx.doi.org/10.3141/2631-01.

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Abstract:

Because of environmental conservation and sustainability concerns, reclaimed asphalt pavements and recycled asphalt shingles are increasingly used in the asphalt paving industry to replace virgin asphalt and aggregate materials. However, these recycled materials are often highly aged and can cause cracking issues for asphalt pavements. Additionally, other factors such as binder additives, modifiers, and multiple warm-mix asphalt technologies can alter the performance of the mixtures both positively and negatively. The volumetric mix design alone is not sufficient for evaluating the potential cracking behavior of asphalt mixes. Although many cracking test methods are available, there is no widely accepted performance-related cracking test method that is practical enough for routine use in asphalt mix designs. This paper presents a newly developed, simple, and practical cracking test method for asphalt mix designs. The new cracking test method is repeatable, time- and cost-effective, easily implemented, sensitive to mix compositions, and well correlated to field performance. The new cracking test is performed at an intermediate temperature of 25°C and a loading rate of 50 mm/min. Furthermore, a unitless index is proposed as the cracking resistance indicator for evaluation of the cracking resistance of asphalt mixes. Additionally, the effectiveness of the new cracking test was validated with the test results from FHWA’s accelerated loading facility.

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Berdahl, Paul, Hashem Akbari, Ronnen Levinson, Jeffry Jacobs, Frank Klink, and Rebecca Everman. "Three-year weathering tests on asphalt shingles: Solar reflectance." Solar Energy Materials and Solar Cells 99 (April 2012): 277–81. http://dx.doi.org/10.1016/j.solmat.2011.12.010.

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