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Aggregate Quality Requirements for Pavements (2018)

Chapter: Bibliography

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Page 81
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2018. Aggregate Quality Requirements for Pavements. Washington, DC: The National Academies Press. doi: 10.17226/25205.
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81 Coree, B. J., and W. P. Hislop. (2000). A Laboratory Investigation into the Effects of Aggregate-Related Factors on Critical VMA in Asphalt Paving Mixture. Project 98-20. Center for Transportation Research and Education, Iowa Department of Transportation, Ames. Gholamreza, F. (2007). Structural Performance of Steel Reinforced Recycled Concrete Members. PhD dissertation. Carleton University, Ottawa, Ontario, Canada. Janoo, V. (1998). Quantification of Shape, Angularity, and Surface Texture of Base Course Materials. Spe- cial Report 98-1. U.S. Army Corps of Engineers Cold Regions Research and Engineering Laboratory, Hanover, N.H. LaHucik, J., S. Schmidt, E. Tutumluer, and J. Roesler. (2016). Characterization of Cement Treated Base Course Using Reclaimed Asphalt Pavement, Aggregate By-Products, and Macro-Synthetic Fibers. Geo-Chicago 2016: Geotechnics for Sustainable Energy, 523. Lekarp, F., U. Isacsson, and A. Dawson. (2000a). State of the Art. I: Resilient Response of Unbound Aggregates. Journal of Transportation Engineering, 126(1), 66–75. Lekarp, F., U. Isacsson, and A. Dawson. (2000b). State of the Art. II: Permanent Strain Response of Unbound Aggregates. Journal of Transportation Engineering, 126(1), 76–83. Masad, E., T. Al-Rousan, J. Button, D. Little, and E. Tutumluer. (2007). NCHRP Report 555: Test Methods for Characterizing Aggregate Shape, Texture, and Angularity. Transportation Research Board, Washington, D.C. Mwumvaneza, V., H. Wenting, H. Ozer, E. Tutumluer, I. L. Al-Qadi, and S. Beshears. (2015). Characterization and Stabilization of Quarry Byproducts for Sustainable Pavement Applications. Transportation Research Record: Journal of the Transportation Research Board, No. 2509, 1–9. Puppala, A., S. Saride, and S. Sirigiripet. (2008). Evaluation of Cemented Quarry Fines as a Pavement Base Material. ASCE Geotechnical Special Publication 177, Geo-Congress 2008, New Orleans, La., 312–319. Rupnow, T., V. R. Schaefer, and D. J. White. (2010). An Investigation of the Use of Limestone Screenings in Roadway Construction. In Proceedings of 89th Annual Transportation Research Board Meeting (CD-ROM), Transportation Research Board, Washington, D.C. Taha, R., G. Ali, A. Basma, and O. Al-Turk. (1999). Evaluation of Reclaimed Asphalt Pavement Aggregate in Road Bases and Subbases. Transportation Research Record: Journal of the Transportation Research Board, No. 1652, 264–269. Uthus, L., E. Tutumluer, I. Horvli, and I. Hoff. (2007). Influence of Grain Shape and Surface Texture on the Deformation Properties of Unbound Aggregates in Pavements. International Journal of Pavements, 6(1). Witczak, M. (2003). Harmonized Test Methods for Laboratory Determination of Resilient Modulus for Flexi- ble Pavement Design. Available: http://onlinepubs.trb.org/onlinepubs/nchrp/docs/NCHRP01-28A_FR- Vol1.pdf. Woodbridge, M. (1999). Use of Soft Limestone for Road-Base Construction in Belize. Seventh International Conference on Low-Volume Roads, Baton Rouge, La. Woolf, D. O. (compiler) (1953). Results of Physical Tests of Road-Building Aggregate, to Jan. 5, 1951. Physical Research Branch, U.S. Bureau of Public Roads, Washington, D.C. Bibliography

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TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 524: Aggregate Quality Requirements for Pavements Aggregate Quality Requirements for Pavements documents transportation agency requirements for the quality of aggregates for various pavement types. Constructing and maintaining pavements requires an abundant and dependable supply of quality aggregates. Aggregate comes from a wide range of materials, including quarried rock, sand, and gravel, and materials such as slag, reclaimed asphalt pavement, and recycled concrete aggregate. While all transportation agencies have specifications for aggregate quality, there is wide variation in what different agencies consider suitable aggregates for specific applications.

The report is accompanied by the following appendices:

  • Appendix A: Survey Questionnaire
  • Appendix B: Survey Respondent Information
  • Appendix C: Compilation of Survey Responses Provided by Agency Respondents
  • Appendix D: Links to Approved Aggregate Lists and Specifications Published by Agencies

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