An optimum selection strategy of reflective cracking mitigation methods for an asphalt concrete overlay over flexible pavements

References

• Abu Al-eis, K., 2004. Evaluation of the Interlayer Stress-Absorbing Composite (ISAC) to mitigate reflective cracking in asphaltic concrete overlays. Madison, WI: Wisconsin Department of Transportation, Report No. WI-09-04, Nov.
   Google Scholar
• Ahlrich, R.C., 1986. Evaluation of asphalt rubber and engineering fabrics as pavement interlayers. Vicksburg, MS: Prepared for Department of the Army, U.S. Army Corps of Engineers, Waterways Experiment Station, Final Report, Miscellaneous Paper GL-86-34, Nov.
   Google Scholar
• Al-eis, K.A., 2004. Evaluation of the Interlayer Stress-Absorbing Composite (ISAC) to mitigate reflective cracking in asphaltic concrete overlays. Milwaukee, WI: Wis DOT, Rep. No, WI-09-04.
   Google Scholar
• Amini, F., 2005a. Potential applications of paving fabrics to reduce reflective cracking. Jackson, MS: Mississippi Department of Transportation, Report No. FHWA/MS-DOT-RD-05-174, Feb.
   Google Scholar
• Amini, F., 2005b. Potential applications of paving fabrics to reduce reflective cracking. Washington, DC: Dep. Civ. Environ. Eng. State Univ. Coop. with Mississippi Dep. Transp. U.S. Dep. Transp. Fed. Highw. Adm., Final Rep. FHWA/MS-DOT-RD-05-174.
   Google Scholar
• Asphalt Institute, 2000. Asphalt overlays for highway and street rehabilitation. Lexington, KY: Asphalt Institute, Manual Series No. 17 (MS-17).
   Google Scholar
• Banasiak, D., 1997. Fiberglass mesh reduces reflective cracking on California highway. Road & Bridges, 1997, 35 (3), 54–60.
   Google Scholar
• Barnhart, V.T., 1989. Field evaluation of experimental fabrics to prevent reflective cracking in bituminous resurfacing. Lansing, MI: Research Laboratory Section, Materials and Technology Division, Michigan Transportation Commission, Final Report, Research Project 80-NM-617, Research Report No. R-1300.
   Google Scholar
• Bischoff D., 2007. Evaluation of strata reflective crack relief system. Madison, WI: Wisconsin Department of Transportation, Report No. FEP-01-07, Dec.
   Google Scholar
• Bischoff D. and Toepel A., 2003. Glassgrid pavement reinforcement product evaluation. Madison, WI: Wisconsin Department of Transportation, Report Number: FEP-03-03, Apr.
   Google Scholar
• Brown, D.R., et al., 1997. Georgia’s experience with crumb rubber in hot-mix asphalt. Transportation Research Record: Journal of the Transportation Research Board, 1583, 45–51.10.3141/1583-06
   Google Scholar
• Buttlar W. G., Bozkurt D., and Dempsey J., 1999. Evaluation of reflective crack control policy. Edwardsville, IL: Illinois Transportation Research Center, Final Report, Report No. ITRC FR 95/96-4p. 184.
   Google Scholar
• Button, J.W., 1989. Overlay construction and performance using geotextiles. Transportation Research Record, 1248, 24–33.
   Google Scholar
• Carmichael, R.F. and Marienfeld, M.L., 1999. Synthesis and literature review of nonwoven paving fabrics performance in interlayers. Transportation Research Record, 1687, 112–124.
   Google Scholar
• Chen, D.H., Scullion, T., and Bilyeu, J., 2006. Lessons learned on jointed concrete pavement rehabilitation strategies in Texas. Journal of Transportation Engineering, 132 (3), 257–265.10.1061/(ASCE)0733-947X(2006)132:3(257)
   Web of Science ®Google Scholar
• Chen, D.-H., Nam, B.H., and Stokoe, K.H., 2008. Application of rolling dynamic deflectometer to forensic studies and pavement rehabilitation projects. Transportation Research Record: Journal of the Transportation Research Board, 2084, 73–82.10.3141/2084-09
   Web of Science ®Google Scholar
• Chen, D.-H., Nam, B. H., Yao, Z., 2010. Utilizing advanced characterization tools to prevent reflective cracking. Journal of Performance of Construction Facilities, ASCE, 24 (4), 390–398.
   Web of Science ®Google Scholar
• Chowdhury A., Button J.W., and Lytton R.L., 2009. Tests of HMA overlays using geosynthetics to reduce reflection cracking. Austin, TX: Texas Department of Transportation, Report No. FHWA/TX-10/0-1-1777-3, Feb.
   Google Scholar
• Cleveland G.S., Button J.W., and Lytton R.L., 2002. Geosynthetics in flexible and rigid pavement overlay systems to reduce reflection cracking. College Station, TX: Texas Department of Transportation, Texas Transportation Institute, Report No. FHWA/TX-02/1777-1, Oct.
   Google Scholar
• Elseifi M. and Bandaru R. 2011. Cost effective prevention of reflective cracking of composite pavement, Washington, DC, Report No. FHWA/LA.11/478.
   Google Scholar
• FDOT, 2008. Flexible pavement design manual, pavement management office, Document No. 625-010-002-g, Mar. Available from: http://www.dot.state.fl.us/rddesign/PM/pcs/FlexiblePavementManual.pdf, [Accessed March 2015].
   Google Scholar
• FDOT, 2013. Historical cost and other information. Available from: http://www.dot.state.fl.us/specificationsoffice/Estimates/HistoricalCostInformation/HistoricalCost.shtm [Accessed March 2013].
   Google Scholar
• FHWA, 2013. Life-cycle cost analysis software [WWW Document]. Available from: http://www.fhwa.dot.gov/infrastructure/asstmgmt/lccasoft.cfm.
   Google Scholar
• Golestani, B., 2015. Sustainable material solution for flexible pavements; performance evaluation and impact assessment of utilizing multiple recycled materials in HMA. Doctoral dissertation. University of Central Florida, Orlando, FL.
   Google Scholar
• Golestani, B., Nejad, F.M., and Galooyak, S.S., 2012. Performance evaluation of linear and nonlinear nanocomposite modified asphalts. Construction and Building Materials, 35, 197–203.10.1016/j.conbuildmat.2012.03.010
   Web of Science ®Google Scholar
• Golestani, B., et al., 2015. Nanoclay application to asphalt concrete: characterization of polymer and linear nanocomposite-modified asphalt binder and mixture. Construction and Building Materials, 91, 32–38.10.1016/j.conbuildmat.2015.05.019
   Web of Science ®Google Scholar
• Greene, J., et al.., 2012. Effect of asphalt rubber membrane interlayer (ARMI) on instability rutting and reflection cracking of asphalt mixture. Gainesville, FL: State Materials Office, Research Report Number, FL/DOT/SMO/12-552.
   Google Scholar
• Hajj, E.Y., Sebaaly, P.E., and Loria, L., 2008. Reflective cracking of flexible pavements – phase I: review of literature and the performance of the various techniques in Nevada. Carson City, NV: Nevada Department of Transportation, Report No. 13JF-1, Aug.
   Google Scholar
• Holtz, R.D., Christopher, B.R., and Berg, R.R., 1998. Geosynthetic design and construction guidelines. Washington, DC: US Department of Transportation, Report No. FHWA HI-95-038, Apr.
   Google Scholar
• Huang, Y., 1993. Pavement analysis and design. Upper Saddle River, NJ: Prentice Hall.
   Google Scholar
• Hughes, J.J. and Somers, E., 2000. Geogrid mesh for reflective crack control in bituminous overlays. Harrisburg, PA: Pennsylvania Department of Transportation, Final Report, Report No. PA 200-013-86-001.
   Google Scholar
• Kidd, S. Q., 1990. Paving fabric and asphalt stress absorbing membrane interlayers (SAMI). Jackson, MS: Mississippi State Highway Department Research and Development Division, Report No. MSHD-RD-90-67-6.
   Google Scholar
• Kucukvar, M., et al., 2014. Stochastic decision modeling for sustainable pavement designs. The International Journal of Life Cycle Assessment, 19 (6), 1185–1199.10.1007/s11367-014-0723-4
   Web of Science ®Google Scholar
• Lee, L.Y., et al., 2005. Monitoring pavement changes in a rehabilitation project with continuous RDD profiles. Transportation Research Record No. 1905, 3–16.
   Google Scholar
• Lee, L. Y., Nam, B. H., and Stokoe II, K. H., 2009. Improved testing speeds and rolling noise estimation of the the rolling dynamic deflectometer. ASCE geotechnical special publication 193: material, design, construction, maintenance, and testing of pavement, 31–37.
   Google Scholar
• Lytton, R.L., et al., 2010. Models for predicting reflection cracking of hot-mix asphalt overlays, Washington, DC, NCHRP Report 669.
   Google Scholar
• Makowski, L., et al., 2005. Wisconsin experiences with reflective crack relief projects. Transportation Research Record: Journal of the Transportation Research Board, 1905, 44–55.10.3141/1905-06
   Google Scholar
• Malekzadeh, M., Atia, G., and Catbas, F.N., 2015. A hybrid data interpretation framework for automated performance monitoring of infrastructure. In structures congress 2015, 23-25 April 2015 Portland.
   Google Scholar
• Moseley, H. L., et al., 2003. Laboratory mixture and binder rutting study. Gainesville, FL: State Materials Office, Report FL/DOT/SMO/03-465.
   Google Scholar
• Mukhtar, M. T. and Dempsey, B. J., 1996. Interlayer stress absorbing composite (ISAC) for mitigating reflection cracking in asphalt concrete overlays. Springfield, IL: Illinois Department of Transportation, Report No. UILU-ENG-96-2006, Jun.
   Google Scholar
• Murphy, K.H. and Potts, C.F., 1980. Evaluation of asphalt-rubber as a stress absorbing interlayer and a binder for seal coat construction (SR-60, Hillsborough County). Arlington, VA: Federal Highway Administration, Report No. FHWA-DP-37-14.
   Google Scholar
• Nam, B.H., 2011. Transition of the Rolling Dynamic Deflectometer Device from a Screening Tool to an Evaluation Tool for Rigid Airfield Pavement Projects. Transportation Research Record: Journal of the Transportation Research Board, 2206, 39–51.10.3141/2206-06
   Web of Science ®Google Scholar
• Nam, B.H. and Stokoe, K.H., 2014. Improved Rolling Dynamic Deflectometer for Continuous Pavement Deflection Measurements. Journal of Testing and Evaluation, ASTM, 42 (2), 312–327.
   Web of Science ®Google Scholar
• Nam, B. H., et al., 2014a. Investigation of reflective cracking mitigation techniques. Tallahassee, FL: Florida Department of Transportation, Report No.: BDK78-977-17, Mar 2014.
   Google Scholar
• Nam, B.H., et al., 2011a. Application of RDD continuous profiling in maintenance and rehabilitation of concrete pavements,” ASCE geotechnical special publication 218: emerging technologies for material, design, rehabilitation, and inspection of roadway pavements, 125–132.
   Google Scholar
• Nam, B.H., et al., 2011b. Rehabilitation assessment of jointed concrete pavement using the rolling dynamic deflectometer and ground penetrating radar,” Journal of Testing and Evaluation, ASTM, 39 (3). 1–12.
   Google Scholar
• Nam, B.H., Yeon, J.-H., and Behring, Z., 2014b. Effect of daily temperature variations on the continuous deflection profiles of airfield jointed concrete pavements. Construction and Building Materials, 73 (2014), 261–270.10.1016/j.conbuildmat.2014.09.073
   Web of Science ®Google Scholar
• Nam, B., et al., 2015. Methodology to Improve the AASHTO Subgrade Resilient Modulus Equation for Network-Level Use. J. Transp. Eng., 141 (12), 04015027.
   Google Scholar
• Nam, B.H., et al.. 2015a. Improvements to the structural condition index (SCI) for pavement structural evaluation at network level. International Journal of Pavement Engineering, doi:10.1080/10298436.2015.1014369.
   Google Scholar
• Noori, M., et al., 2014. A stochastic optimization approach for the selection of reflective cracking mitigation techniques. Transportation Research Part A, 69 (2014), 367–378.
   Google Scholar
• Noori, M., Gardner, S., and Tatari, O., 2015. Electric vehicle cost, emissions, and water footprint in the United States: development of a regional optimization model. Energy, 89, 610–625.10.1016/j.energy.2015.05.152
   Web of Science ®Google Scholar
• Predoehl, N.H., 1990. Evaluation of paving fabric test installations in California. Sacramento, CA: California Department of Transportation, Final Report, Report FHWA/CA/TL-90/02.
   Google Scholar
• Rahman, M., Scofield, L., and Wolf, T., 1989. Paving fabrics for reducing reflective cracking. Phoenix, AZ: Arizona Department of Transportation, Report No. FHWA-AZ-8801.
   Google Scholar
• Roberts, F., et al., 1996. Hot mix asphalt materials, mixture design, and construction. 2nd ed. Lanham, MD: NAPA Education Foundation.
   Google Scholar
• Russell, M., et al., 2010. Evaluation of hot in-place recycle. Olympia, WA: Washington State Department of Transportation, Report No. WA-RD 738.1, Jun 2010.
   Google Scholar
• SemMaterialsSM, 2007. Reflective Crack Mitigation Using an Asphalt Concrete Interlayer System, In Pavement performance prediction symposium.
   Google Scholar
• Shuler, S. and Hermelink, D., 2004. Reducing reflection cracking in asphalt pavements. Cracking in pavements, mitigation risk assessment and prevention, Proceedings of the 5th international RILEM conference. Limoges, France, 451–458.
   Google Scholar
• Symons, M. and Herrin, S., 2009. Techniques for Mitigation of Reflective Cracks, Technical Guide. AAPTP, 05–04, 217.
   Google Scholar
• Terrel, R.L. and Hicks, R.G., 2008. Viability of hot in-place recycling as a pavement preservation strategy. Sacramento, CA: Caltrans, Division of Pavements, Report No. CP2C- 2008 – 106, Jul.
   Google Scholar
• Titi, H., et al., 2003. Long Term Performance of Stone Interlayer Pavement. Journal of Transportation Engineering, 129 (2), 118–126.10.1061/(ASCE)0733-947X(2003)129:2(118)
   Web of Science ®Google Scholar
• Triantaphyllou, E. and Mann, S.H., 1995. Using the Analytic Hierarchy Process for Decision Making in Engineering Applications, Some Chalanges. International Journal of Industrial Engineering, 2 (1), 35–44.
   Google Scholar
• Vespa, J.W., 2005. An evaluation of interlayer stress absorbing composite (ISAC) reflective crack relief system. Springfield, IL: Illinois Department of Transportation, Report No. FHWA/IL/PRR 150, Mar.
   Google Scholar
• Von Quintus, H.L., Mallela, J., and Lytton, R., 2003. Techniques for mitigation of reflective cracks. FAA worldwide airport technology transfer conference, April 2010. Atlantic City, NJ.
   Google Scholar
• Way, G.B., 1999. Flagstaff I-40 asphalt-rubber overlay-nine years of success. Presented at the 78th annual meeting of the Transportation Research Board, January 1999. Washington, DC.
   Google Scholar
• Wu, L., et al., 2014. Improvement of Crack-Detection Accuracy Using a Novel Crack Defragmentation Technique in Image-Based Road Assessment. Journal of Computing in Civil Engineering., 30 (1).
   Web of Science ®Google Scholar
• TxDOT, 2004. Standard specifications for construction and maintenance of highways, streets, and bridge. Austin, TX: Texas Department of Transportation.
   Google Scholar
• Yoder, E. and Witczak, E., 1975. Principles of pavement design. 2nd ed. New York: John Wiley and Sons.10.1002/9780470172919
   Google Scholar
• Zaniewski, J.P. and Mamlouk, M.S., 1996. Pavement maintenance effectiveness preventive maintenance treatments participants handbook. Federal Highway Administration, Report FHWA-SA-96-127.
   Google Scholar
• Zhou, F., et al., 2009. Mechanistic-empirical asphalt overlay thickness design and analysis system, Austin, TX: Report No. FHWA/TX-09/0-5123-3, October 2009, Report 0-512, 7 (2).
   Google Scholar