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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2021. Proposed AASHTO Practice and Tests for Process Control and Product Acceptance of Asphalt-Treated Cold Recycled Pavements. Washington, DC: The National Academies Press. doi: 10.17226/25971.
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Page 120
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2021. Proposed AASHTO Practice and Tests for Process Control and Product Acceptance of Asphalt-Treated Cold Recycled Pavements. Washington, DC: The National Academies Press. doi: 10.17226/25971.
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Page 120
Page 121
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2021. Proposed AASHTO Practice and Tests for Process Control and Product Acceptance of Asphalt-Treated Cold Recycled Pavements. Washington, DC: The National Academies Press. doi: 10.17226/25971.
×
Page 121
Page 122
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2021. Proposed AASHTO Practice and Tests for Process Control and Product Acceptance of Asphalt-Treated Cold Recycled Pavements. Washington, DC: The National Academies Press. doi: 10.17226/25971.
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Page 122

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119   References Al-Qadi, I., Z. Leng, S. Lahouar, J. Baek. In-Place Hot-Mix Asphalt Publication IHRB TR-502. Iowa Department of Transportation, Density Estimation Using Ground Penetrating Radar. Transporta­ Ames, 2007. tion Research Record: Journal of the Transportation Research Board, Chen, D. H., J. H. Wang, and J. Bilyeu. Application of the DCP in No. 2152, 2010, pp. 19–27. Evaluation of Base and Subgrade Layers. Transportation Research Alghamdi, H. Dynamic Cone Penetrometer (DCP) Based Evaluation of Record: Journal of the Transportation Research Board, No. 1764, Sustainable Low Volume Road Rehabilitation Techniques. Master 2001, pp. 1–10. of Science thesis, Ohio University, Athens, 2016. Columbus, City of. Subgrade Compaction and Proof Rolling and Test Alshibli, K. A., M. Abu-Farsakh, and E. Seyman. Laboratory Evaluation Rolling, Construction and Materials Specifications, Section 204, of the Geogauge and Light Falling Weight Deflectometer as Con- Accessed: https://www.columbus.gov/Templates/Detail.aspx?id= struction Control Tools. Journal of Materials in Civil Engineering, 47655, 2012. Vol. 17, No. 5, 2005, pp. 560–569. Cross, S. A., and Y. Jakatimath. Evaluation of Cold In-Place Recycling Apeagyei, A. K., and B. K. Diefenderfer. Evaluation of Cold In-Place for Rehabilitation of Transverse Cracking on US 412. Publication and Cold Central-Plant Recycling Methods Using Laboratory AA-5-11816. Oklahoma State University, Stillwater, 2007. Testing of Field-Cored Specimens. Journal of Materials in Civil Crovetti, J. A. Construction and Performance of Fly Ash-Stabilized Engineering, Vol. 25, No. 11, 2013, pp. 1712–1720. Cold In-Place Recycled Asphalt Pavement in Wisconsin. Trans­ Asphalt Academy. Technical Guideline: Bitumen Stabilised Materials, portation Research Record: Journal of the Transportation Research 2nd Edition. Pretoria, South Africa, 2009. Board, No. 1730, 2000, pp. 161–166. Asphalt Recycling and Reclaiming Association. Basic Asphalt Recycling Crovetti, J. A., and J. Schabelski. Development of Comprehensive Sub­ Manual, 2nd Ed. Annapolis, MD, 2015. grade Deflection Acceptance Criteria – Phase 3 Report. Publication Bemanian, S., P. Polish, and G. Maurer. Cold In-Place Recycling and WI/SPR-02-01. Wisconsin Department of Transportation, Madison, Full-Depth Reclamation Projects by Nevada Department of 2002. Transportation: State of the Practice. Transportation Research Record: Diefenderfer, B. K., and A. K. Apeagyei. Time-Dependent Structural Journal of the Transportation Research Board, No. 1949, 2006, Response of Full-Depth Reclamation. Transportation Research pp. 54–71. Record: Journal of the Transportation Research Board, No. 2253, Berthelot, C., B. Marjerison, G. Houston, J. McCaig, S. Werrener, and 2011, pp. 3–9. R. Gorlick. Mechanistic Comparison of Cement- and Bituminous- Diefenderfer, B. K., A. K. Apeagyei, A. A. Gallo, L. E. Dougald, and C. B. Stabilized Granular Base Systems. Transportation Research Record: Weaver. In-Place Pavement Recycling on I-81 in Virginia. Trans­ Journal of the Transportation Research Board, No. 2026, 2007, portation Research Record: Journal of the Transportation Research pp. 70–80. Board, No. 2306, 2012, pp. 21–27. Betti, G., G. Airey, K. Jenkins, A. Marradi, and G. Tebaldi. Active Fillers’ Diefenderfer, B. K., and S. D. Link. Temperature and Confinement Effect on In Situ Performances of Foam Bitumen Recycled Effects on the Stiffness of a Cold Central-Plant Recycled Mixture. Mixtures. Road Materials and Pavement Design, Vol. 18, No. 2, Proceedings: 12th International Society for Asphalt Pavements 2017, pp. 281–296. Conference on Asphalt Pavements, Raleigh, N.C., 2014. Bowers, B. F., B. K. Diefenderfer, and S. D. Diefenderfer. Evaluation of Diefenderfer, B. K., B. F. Bowers, and A. K. Apeagyei. Initial Perfor- Dynamic Modulus in Asphalt Paving Mixtures Utilizing Small- mance of Virginia’s Interstate 81 In-Place Recycling Project. Trans­ Scale Specimen Geometries. Journal of the Association of Asphalt portation Research Record: Journal of the Transportation Research Paving Technologists, Vol. 84, 2015, pp. 497–526. Board, No. 2524, 2015, pp. 152–159. Bowers, B. F., B. K. Diefenderfer, and C. W. Schwartz. Assessment of Diefenderfer, B. K., B. F. Bowers, C. W. Schwartz, A. Farzaneh, and Permanent Deformation Properties of In-Place Recycled Pavement Z. Zhang. Dynamic Modulus of Recycled Pavement Mixtures. Mixtures. Journal of the Association of Asphalt Paving Technologists. Transportation Research Record: Journal of the Transportation Vol. 87, 2018, pp. 241–273. Research Board, No. 2575, 2016a, pp. 19–26. Chen, D., and C. Jahren. Evaluation of Long-Term Field Performance Diefenderfer, B. K., M. D. Sanchez, D. H. Timm, and B. F. Bowers. of Cold In-Place Recycled Roads: Field and Laboratory Testing. Structural Study of Cold Central Plant Recycling Sections at the

120 National Center for Asphalt Technology (NCAT) Test Track. Publi­ Johannes, P., E. Mahmoud, and H. Bahia. Sensitivity of ASTM D7000 cation VTRC 17-R9. Virginia Transportation Research Council, Sweep Test to Emulsion Application Rate and Aggregate Grada- Charlottesville, 2016b. tion. Transportation Research Record: Journal of the Transportation Dong, Q., H. Wu, B. Huang, X. Shu, and K. Wang. Development of a Research Board, No. 2235, 2011, pp. 95–102. Simple and Fast Test Method for Measuring the Durability of Jones, D., P. Fu, and J. T. Harvey. Full-Depth Reclamation with Portland Cement Pervious Concrete. Publication SN3149. Portland Foamed Asphalt in California: Final Report. Publication UCPRC- Cement Association, Skokie, IL. 2010. RR-2008-07. University of California Pavement Research Center, Emery, J. T. Practical Experience with Cold In-Place Asphalt Recycling Berkeley, 2008. and Foamed Asphalt Full Depth Reclamation. Proceedings of the Kazmee, H., E. Tutumluer, and S. Beshears. Evaluating Constructed 51st Annual Conference of the Canadian Technical Asphalt Asso- Aggregate Layers of Working Platforms and Flexible Pavements. ciation, Charlottetown, Prince Edward Island, 2006, pp. 423–444. Transportation Research Record: Journal of the Transportation Evans, J. D. Straightforward Statistics for the Behavioral Sciences. Research Board, No. 2655, 2017, pp. 1–12. Brooks/Cole Publishing, Pacific Grove, CA, 1996. Kim Y., S. Im, and H. Lee. Impact of Curing Time and Moisture Content Federal Aviation Administration. Standards for Specifying Construction on Engineering Properties of Cold In-Place Recycling Mixtures of Airports, Advisory Circular 150/5370-10G. https://www.faa.gov/ Using Foamed and Emulsified Asphalt. Journal of Materials in Civil documentLibrary/media/Advisory_Circular/AC-150-5370-10G- Engineering, Vol. 23, No. 5, 2011, pp. 542–553. updated-201605.pdf, 2014. Lane, B., and T. Kazmierowski. Implementation of Cold In-Place Forsberg, A., E. Lukanen, and T. Thomas. Engineered Cold In-Place Recycling with Expanded Asphalt Technology in Canada. Trans­ Recycling Project: Blue Earth County State Aid Highway 20, portation Research Record: Journal of the Transportation Research Minnesota. Transportation Research Record: Journal of the Trans­ Board, No. 1905, 2005, pp. 17–24. portation Research Board, No. 1813, 2002, pp. 111–123. Lane, B., and T. Kazmierowski. Ten-Year Performance of Full-Depth Fu, P., D. Jones, and J. T. Harvey. Micromechanics of the Effects of Mixing Reclamation with Expanded Asphalt Stabilization on Trans-Canada Moisture on Foamed Asphalt Mix Properties. ASCE Journal of Highway, Ontario, Canada. Transportation Research Record: Journal Materials in Civil Engineering, Vol. 22, No. 10, 2010a, pp. 985–995. of the Transportation Research Board, No. 2306, 2012, pp. 45–51. Lee, H. D., and S. D. Im. Examination of Curing Criteria for Cold Fu, P., D. Jones, J. T. Harvey, and F. A. Halles. Investigation of the Curing In-Place Recycling. Publication IHRB TR-553. University of Iowa, Mechanism of Foamed Asphalt Mixes Based on Micromechanics Iowa City, 2008. Principles. ASCE Journal of Materials in Civil Engineering, Vol. 22, Lee, H. D., Y. T. Kim, and S. D. Im. Examination of Curing Criteria No. 1, 2010b, pp. 29–38. for Cold In-Place Recycling. Phase 2: Measuring Temperature, Guthrie, W. S., A. V. Brown, and D. L. Eggett. Cement Stabilization of Moisture, Deflection and Distress From CIR Test Section. Publica- Aggregate Base Material Blended with Reclaimed Asphalt Pave- tion IHRB TR-590. University of Iowa, Iowa City, 2009. ment. Transportation Research Record: Journal of the Transportation Leng Z., I. Al-Qadi, P. Shangguan, and S. Son. Field Application of Research Board, No. 2026, 2007, pp. 47–53. Ground Penetrating Radar for Measurement of Asphalt Mixture Hilbrich, S. L., and T. Scullion. Evaluation of the Laboratory Mix- Density. Transportation Research Record: Journal of the Transporta­ Design and Field Performance of an Asphalt Emulsion and Cement tion Research Board, No. 2304, 2012, pp. 133–141. Stabilized Full-Depth Reclamation Project in Texas. Presented at Lewis, D. E., D. M. Jared, H. Torres, and M. Mathews. Georgia’s Use the 87th Annual Meeting of the Transportation Research Board, of Cement-Stabilized Reclaimed Base in Full-Depth Reclamation. Washington, D.C., 2008. Transportation Research Record: Journal of the Transportation Research Holzschuher, C., H. S. Lee, and J. Greene. Accuracy and Repeatability of Board, No. 1952, 2006, pp. 125–133. Ground Penetrating Radar for Surface Layer Thickness Estimation Li, X., and N. Gibson. Using Small Scale Specimens for AMPT of Florida. Publication FL/DOT/SMO/07-505. Florida Department Dynamic Modulus and Fatigue Tests. Journal of the Association of of Transportation, Gainesville, 2007. Asphalt Paving Technologists, Vol. 82, 2013, pp. 579–615. Howard, I. L., and B. C. Cox. Multiyear Laboratory and Field Perfor- Loizos, A. In-Situ Characterization of Foamed Bitumen Treated Layer mance Assessment of High-Traffic US-49 Full-Depth Reclamation. Mixes for Heavy-Duty Pavements. International Journal of Pave­ Transportation Research Record: Journal of the Transportation ment Engineering, Vol. 8, No. 2, 2007, pp. 123–135. Research Board, No. 2573, 2016, pp. 86–97. Loizos, A., and C. Plati. Ground Penetrating Radar as an Engineering Hughes, C. S. NCHRP Synthesis 232: Variability in Highway Pavement Diagnostic Tool for Foamed Asphalt Treated Pavement Layers. Construction. TRB, National Research Council, Washington, D.C., International Journal of Pavement Engineering, Vol. 8, No. 2, 2007, 1996. pp. 147–155. Jahren, C., D. Chen, H. D. Lee, and J. J. Kim. Evaluation of Long-Term Loizos, A., and V. Papavasiliou. Evaluation of Foamed Asphalt Cold Field Performance of Cold In-Place Recycled Roads: Summary Report. 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121   Ma, W., R. C. West, B. K. Diefenderfer, A. J. Taylor, and M. A. Heitzman. Material Alternatives for Flexible Pavement. Transportation Research Characterization of Cold Recycled Asphalt Mixtures on US 280 in Record: Journal of the Transportation Research Board, No. 2179, Alabama. Presented at the Transportation Research Board Annual 2010, pp. 10–22. Meeting, Washington, D.C., 2017. Saleh, M. F. New Zealand Experience with Foam Bitumen Stabiliza- Mallick, R. B., D. S. Bonner, R. L. Bradbury, J. O. Andrews, P. S. tion. Transportation Research Record: Journal of the Transportation Kandhal, and E. J. Kearney. Evaluation of Performance of Full- Research Board, No. 1868, 2004, pp. 40–49. Depth Reclamation Mixes. Transportation Research Record: Journal Salomon, A., and D. E. Newcomb. Cold In-Place Recycling Literature of the Transportation Research Board, No. 1809, 2002, pp. 199-208. Review and Preliminary Mixture Design Procedure. Publication Mallick, R. B., K. Maser, and S. Nazarian. 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NDE Methods Ohio Department of Transportation, Columbus, 2016. for Quality Assurance of New Pavement Thickness. International Schwartz, C. W., and S. Khosravifar. Design and Evaluation of Foamed Journal of Pavement Engineering, Vol. 7, No. 1, 2006, pp. 1–10. Asphalt Base Materials. Final Report, Project No. SP909B4E. Maurer, G., S. Bemanian, and P. Polish. Alternative Strategies for Maryland Department of Transportation State Highway Admin- Rehabilitation of Low-Volume Roads in Nevada. Transportation istration, Baltimore, 2013. Research Record: Journal of the Transportation Research Board, Schwartz, C. W., B. K. Diefenderfer, and B. F. Bowers. NCHRP Report No. 1989, 2007, pp. 309–320. 863: Material Properties of Cold In-Place Recycled and Full-Depth Meocci, M., A. Grilli, F. La Torre, and M. Bocci. Evaluation of Mechani- Reclamation Asphalt Concrete. Transportation Research Board, cal Performance of Cement-Bitumen Treated Materials Through Washington, D.C., 2017. 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122 Thomas, T., A. Kadrmas, and J. Huffman. Cold In-Place Recycling on VanFrank, K., M. VanMiligen, and T. Biel. Cold In-Place Recycle US-283 in Kansas. Transportation Research Record: Journal of the Phase III: Mix Design. Publication UT-14.08. Utah Department Transportation Research Board, No. 1723, 2000, pp. 53–56. of Transportation, Salt Lake City, 2014. Thompson, M. R., L. Garcia, and S. H. Carpenter. Cold In-Place Recy- White, D., P. Becker, P. Vennapusa, M. Dunn, and C. White. Assessing cling and Full-Depth Recycling with Asphalt Products. Publication Soil Stiffness of Stabilized Pavement Foundations, Transportation ICT-09-036. Illinois Center for Transportation, Rantoul, 2009. Research Record: Journal of the Transportation Research Board, Timm, D. H., B. K. Diefenderfer, and B. F. Bowers. Cold Central Plant No. 2335, 2013, pp. 99–109. Recycled Asphalt Pavements in High Traffic Applications. Trans­ Williams, R., and S. Nazarian. Correlation of Resilient and Seismic portation Research Record: Journal of the Transportation Research Modulus Test Results. Journal of Materials in Civil Engineering, Board, No. 2672, 2018, pp. 291–303. Vol. 19, No. 12, 2007, pp. 1026–1032. Tingle, J., and S. Jersey. Evaluation of In Situ Pavement Layers with the Wilson, B. T., and W. S. Guthrie. Strength and Deformation Charac- Dynamic Cone Penetrometer. U.S. Army Engineer Research and teristics of a Cement-Treated Reclaimed Pavement with a Chip Development Center, Vicksburg, MS, 1999. Seal. Transportation Research Record: Journal of the Transportation Utah DOT. Guidelines for Evaluation, Mix Design, and Field Accep- Research Board, No. 2212, 2011, pp. 100–109. tance of Cold Recycling of Asphalt Pavements using Solventless Wirtgen. Cold Recycling Technology, 3rd Ed. Wirtgen GmbH, Emulsion. Section 965, Materials Manual of Instruction. https:// Windhagen, Germany, 2010. www.udot.utah.gov/connect/business/materials-testing/, accessed Woods, A., Y. Kim, and H. Lee. Determining Timing of Overlay on November 5, 2020. Salt Lake City, 2007. Cold In-Place Recycling Layer: Development of New Tool Based VanFrank, K. Cold In-Place Recycle Phase III, Supplemental Field on Moisture Loss Index and In Situ Stiffness. Transportation Protocol: Short Term Field Stability. Publication UT-15.08. Utah Research Record: Journal of the Transportation Research Board, Department of Transportation, Salt Lake City, 2015. No. 2306, 2012, pp. 52–61.

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 Proposed AASHTO Practice and Tests for Process Control and Product Acceptance of Asphalt-Treated Cold Recycled Pavements
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Pavement recycling is a technology that can restore the service life of pavement structures and stretch available funding for pavement rehabilitation. In general, pavement recycling techniques remix the existing pavement material and reuse it in the final pavement in the form of a stabilized layer.

Limitations to further widespread implementation of pavement recycling processes have been reported in previous national research efforts. The TRB National Cooperative Highway Research Program's NCHRP Research Report 960: Proposed AASHTO Practice and Tests for Process Control and Product Acceptance of Asphalt-Treated Cold Recycled Pavements investigates and recommends a series of tests that could be used for the purpose of implementing rapid quality tests that can be used to assess the time to opening to traffic and time to surfacing a newly constructed recycled layer.

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