- Open Access
- Article
Comparing the Performance of Recycled Calcined Bauxite vs. Locally Available Aggregate as Components in High Friction Surface Treatment Applications
by Eslam Deef-Allah 1 , Korrenn Broaddus 2 and Magdy Abdelrahman 3
1 Ph.D, Assistant Professor, Department of Construction Engineering and Utilities, Zagazig University, Egypt
2 Former Graduate Student, Department of Civil, Architectural, and Environmental Engineering, Missouri University of Science and Technology, Rolla, MO 65409, U.S.A.
3 Ph.D., Missouri Asphalt Pavement Association (MAPA) Endowed Professor, Department of Civil, Architectural, and Environmental Engineering, Missouri University of Science and Technology, Rolla, MO 65409, U.S.A.
* Author to whom correspondence should be addressed.
Journal of Engineering Research and Sciences, Volume 3, Issue 11, Page # 41-59, 2024; DOI: 10.55708/js0311004
Keywords: Calcined Bauxite, Friction, HFST, Byproduct, Recycled, British pendulum , Micro-Deval , Dynamic friction, Abrasion, Polishing
Received: 17 September 2024, Revised: 23 October 2024, Accepted: 24 October 2024, Published Online: : 07 October 2024
(This article belongs to the Special Issue Special Issue on Multidisciplinary Sciences and Advanced Technology 2024 & Section Biochemical Research Methods (BRM))
APA Style
Deef-Allah, E., Broaddus, K., & Abdelrahman, M. (2024). Comparing the performance of recycled Calcined Bauxite vs. locally available aggregate as components in high friction surface treatment applications. Journal of Engineering Research and Sciences, 3(11), 41-58. https://doi.org/10.55708/js03110004
Chicago/Turabian Style
Deef-Allah, Eslam, Korrenn Broaddus, and Magdy Abdelrahman. “Comparing the Performance of Recycled Calcined Bauxite vs. Locally Available Aggregate as Components in High Friction Surface Treatment Applications.” Journal of Engineering Research and Sciences 3, no. 11 (2024): 41-58. https://doi.org/10.55708/js03110004.
IEEE Style
E. Deef-Allah, K. Broaddus, and M. Abdelrahman, “Comparing the performance of recycled Calcined Bauxite vs. locally available aggregate as components in high friction surface treatment applications,” Journal of Engineering Research and Sciences, vol. 3, no. 11, pp. 41-58, 2024, doi: 10.55708/js03110004.
For safe driving, the proper level of pavement friction must be maintained. The capacity of a pavement surface to offer friction to vehicles during cornering maneuvers or crucial braking is improved by high friction surface treatment. Calcined Bauxite is the most often utilized high friction aggregate. Calcined Bauxite, a byproduct, was the priciest aggregate relative to other locally accessible aggregates due to its restricted availability. Bauxite is one source of aggregate that when recycled (processed) has high friction properties. The researchers therefore assessed the frictional performance of Calcined Bauxite compared to five alternatives: Meramec River Aggregate, Rhyolite, Earthworks, and two byproducts (Flint Chat and Steel Slag). These alternatives were collected because they were locally available and less expensive when compared to Calcined Bauxite. The dynamic friction, the British pendulum, and the aggregate image measurement system were among the performance tests. The impact of aggregate sizes (#4 – #6 and #6 – #8) on British pendulum number (BPN) values was examined for Calcined Bauxite and three alternatives (Meramec River Aggregate, Rhyolite, and Steel Slag). Aggregates of larger size exhibited higher BPNs than smaller-size aggregates with differences in values ranging from 0.8 to 7. The correlation between the coefficients of friction measured by the dynamic friction tester and the number of polishing cycles was examined, and it revealed an exponential relationship. Alternatives to Calcined Bauxite can be screened using percentages of texture and angularity indices changes following Micro-Deval abrasion. Meramec River Aggregate, Flint Chat, and Steel Slag were effectively recommended alternatives for Calcined Bauxite.
- J. M. P. Mayora, R. J. Piña, “An assessment of the skid resistance effect on traffic safety under wet-pavement conditions,” Accident Analysis & Prevention, vol. 41, pp. 881–886, 2009, doi:10.1016/j.aap.2009.05.004.
- H. Wang, Z. Wang, “Evaluation of pavement surface friction subject to various pavement preservation treatments,” Construction and Building Materials, vol. 48, pp. 194–202, 2013, doi:10.1016/j.conbuildmat.2013.06.048.
- C. Chen, F. Gu, M. Heitzman, B. Powell, K. Kowalski, “Influences of alternative friction aggregates on texture and friction characteristics of high friction surface treatment,” Construction and Building Materials, vol. 314, 2022, doi:10.1016/j.conbuildmat.2021.125643.
- G. Flintsch, I. L. Al-Qadi, R. Davis, K. K. McGhee, “Effect of HMA Properties on Pavement Surface Characteristics,” In Proceedings of the Pavement Evaluation Conference, Roanoke, Virginia, U.S.A., 2002.
- Frequently asked questions about high friction surface treatments (HFST), FHWA-CAI-14-019, [Online]. Available online: https://www.fhwa.dot.gov/innovation/everydaycounts/edc-2/pdfs/fhwa-cai-14 019_faqs_hfst_mar2014_508.pdf (accessed on 4 August 2024).
- B. Wilson, A. Mukhopadhyay, “Alternative Aggregates and Materials for High Friction Surface Treatments,” Final Report, Project BDR74-977-05, Texas A&M Transportation Institute, College Station, Texas, U.S.A., 2016.
- High friction surface treatments in Pennsylvania, Pennsylvania department of transportation, [Online]. Available online: https://www.tesc.psu.edu/assets/docs/high-friction-surface-treatments.pdf (accessed on 1 August 2024).
- High friction surface treatment (HFST) quick reference, DTFH61-13-D-00001, Task B9, FHWA, [Online]. Available online: https://www.fhwa.dot.gov/publications/research/safety/highfriction/High-Friction-Surface-Treatment-final.pdf (accessed 6 August 2024).
- D. Merritt, M. Moravec, M. Heitzman, High friction surface treatment aggregate durability study, pavement evaluation 2014, Blacksburg, Virginia, U.S.A., 2014, [Online]. Available online: https://vtechworks.lib.vt.edu/bitstream/handle/10919/54620/Merritt.pdf?sequence=1&isAllowed=y (accessed 24 July 2024).
- R. Milstead, X. Qin, B. Katz, J. Bonneson, M. Pratt, J. Miles, P. Carlson, “Procedures for Setting Advisory Speeds on Curves,” Final Report, FHWA-SA-11-22, Federal Highway Administration, Office of Safety, Washington, D.C., U.S.A., 2011.
- D. L. Bloem, “Skid Resistance: The Role of Aggregates and Other Factors,” National Sand and Gravel Association Circular 109, Silver Spring, MD, U.S.A., 1971.
- E. Deef-Allah, K. Broaddus, M. Abdelrahman, “Life cycle cost analysis of high friction surface treatment applications,” Transportation Research Record, vol. 2676, pp. 512–526, 2022, doi:10.1177/03611981221079825.
- S. Li, R. Xiong, X. Dong, Y. Sheng, B. Guan, Y. Zong, C. Xie, J. Zhai, C. Li, “Effect of chemical composition of calcined bauxite aggregates on mechanical and physical properties for high friction surface course,” Construction and Building Materials, vol. 302, 2021, doi:10.1016/j.conbuildmat.2021.124390.
- E. Deef-Allah, K. Broaddus, M. Abdelrahman, “Evaluation of Alternatives to Calcined Bauxite for Use in High Friction Surface Treatment (HFST) in Missouri,” Final Report, cmr 21-006, Missouri Department of Transportation, Jefferson City, Missouri, U.S.A., 2021.
- E. Deef-Allah, K. Broaddus, M. Abdelrahman, “Physical properties and durability testing for calcined bauxite and its alternatives,” International Journal of New Technology and Research, vol. 7, pp. 61–69, 2021, doi:10.31871/IJNTR.7.12.16.
- J. F. Bledsoe, H. S. Lee, “HFST Before and After Safety Analysis,” Final Report, cmr 21-003, Missouri Department of Transportation, Jefferson City, Missouri, U.S.A., 2021.
- E. Kassem, A. Awed, E. A. Masad, D. N. Little, “Development of predictive model for skid loss of asphalt pavements,” Transportation Research Record, vol. 2372, pp. 83–96, 2013, doi:10.3141/2372-10.
- P. S. Kandhal, Jr. F. Parker, “NCHRP Report 405: Aggregate Tests Related to Asphalt Concrete Performance in Pavements,” Final Report, Project D4-19 FY ’94, American Association of State Highway and Transportation Officials, Washington, D.C., U.S.A., 1998.
- L. K. Crouch, J. D. Gothard, G. Head, W. A. Goodwin, “Evaluation of textural retention of pavement surface aggregates,” Transportation Research Record, vol. 1486, pp. 124–129, 1995.
- E. Deef-Allah, K. Broaddus, M. Abdelrahman, “Frictional performance correlations for calcined bauxite and alternative aggregates,” International Journal of New Technology and Research, vol. 7, pp. 23–32, 2021, doi:10.31871/IJNTR.7.12.3.
- A. Roshan, M. Abdelrahman, “Evaluating friction characteristics of high friction surface treatment application under varied polishing and slippery conditions,” Transportation Research Record, 2024, doi:10.1177/03611981241257505.
- E. Mahmoud, E. Masad, “Experimental methods for the evaluation of aggregate resistance to polishing, abrasion, and breakage,” Journal of Materials in Civil Engineering, vol. 19, pp. 977–985, 2007, doi:10.1061/(ASCE)0899-1561(2007)19:11(977).
- E. Masad, A. Luce, E. Mahmoud, “Implementation of AIMS in Measuring Aggregate Resistance to Polishing, Abrasion, and Breakage,” Final Report, FHWA/TX-06/5-1707-03-1, Texas Department of Transportation, Austin, Texas, U.S.A., 2006.
- E. Masad, A. Rezaei, A. Chowdhury, P. Harris, “Predicting Asphalt Mixture Skid Resistance Based on Aggregate Characteristics,” Final Report, FHWA/TX-09/0-5627-1, Texas Department of Transportation, Austin, Texas, U.S.A., 2009.
- S. Li, R. Xiong, D. Yu, G. Zhao, P. Cong, Y. Jiang, “Friction Surface Treatment Selection: Aggregate Properties, Surface Characteristics, Alternative Treatments, and Safety Effects,” Final Report, FHWA/IN/JTRP-2017/09, Indiana Department of Transportation, Indianapolis, Indiana, U.S.A., 2017, doi:10.5703/1288284316509.
- M. Heitzman, P. Turner, M. Greer, “High Friction Surface Treatment Alternative Aggregates Study,” Final NCAT Report 15–04, Federal Highway Administration, Washington, D.C., U.S.A., 2015.
- ASTM D6928-17, “Standard Test Method for Resistance of Coarse Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus,” ASTM International, West Conshohocken, Pennsylvania, U.S.A., 2017, doi:10.1520/D6928-17.
- ASTM E965-15(2019), “Standard Test Method for Measuring Pavement Macrotexture Depth Using a Volumetric Technique,” ASTM International, West Conshohocken, Pennsylvania, U.S.A., 2019, doi:10.1520/E0965-15R19.
- ASTM E1911-19, “Standard Test Method for Measuring Surface Frictional Properties Using the Dynamic Friction Tester,” ASTM International, West Conshohocken, Pennsylvania, U.S.A., 2019, doi:10.1520/E1911-19.
- AASHTO T 278-90 (2017), “Standard Method of Test for Surface Frictional Properties Using the British Pendulum Tester,” AASHTO Provisional Standards, Washington, D.C., U.S.A., 2017.
- AASHTO T 279-18, “Standard Method of Test for Accelerated Polishing of Aggregates Using the British Wheel,” AASHTO Provisional Standards, Washington, D.C., U.S.A., 2018.
- E. Mahmoud, E. Ortiz, “Implementation of AIMS in Measuring Aggregate Resistance to Polishing, Abrasion, and Breakage,” Final Report, FHWA-ICT-14-014, Illinois Department of Transportation, Springfield, Illinois, U.S.A., 2014.
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