Research Article
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Year 2020, Volume: 1 Issue: 1, 1103 - , 15.07.2020

Abstract

References

  • Mehta, Y., & Siraj, N. (2007). Effect of Stiffness Ratio on Slippage Cracking Due to Interlayer Bonding Failure in Hot Mix Asphalt Pavement. In 2007 Mid-Continent Transportation Research Symposium Department of Transportation Iowa State University, AmesMidwest Transportation Consortium.
  • Petit, C., Chabot, A., Destrée, A., & Raab, C. (2018). Interface debonding behavior. In Mechanisms of cracking and debonding in asphalt and composite pavements (pp. 103-153). Springer, Cham. https://doi.org/10.1007/978-3-319-76849-6_3
  • Tebaldi, G., Apeagyei, A., Jelagin, D., & Falchetto, A. C. (2018). Advanced Measurement Systems For Crack Characterization. In Mechanisms of Cracking and Debonding in Asphalt and Composite Pavements (pp. 155-227). Springer, Cham. https://doi.org/10.1007/978-3-319-76849-6_4
  • Mousa, M., Elseifi, M. A., Elbagalati, O., & Mohammad, L. N. (2019). Evaluation of interface bonding conditions based on non-destructing testing deflection measurements. Road Materials and Pavement Design, 20(3), 554-571. https://doi.org/10.1080/14680629.2017.1400995
  • Le, M. T., Nguyen, Q. H., & Nguyen, M. L. (2020). Numerical and Experimental Investigations of Asphalt Pavement Behaviour, Taking into Account Interface Bonding Conditions. Infrastructures, 5(2), 21. https://doi.org/10.3390/infrastructures5020021
  • www.usroads.com Road Management & Engineering. www.usroads.com/journals/rmj/9704/rm970403
  • Celaya, M., Mejia, D., Ertem, S., Nazarian, S., Rao, C., Von Quintus, H., & Shokouhi, P. (2010). Evaluation of NDT technologies to assess presence and extent of delamination of HMA airfield pavements. Final Rep., Airfield Asphalt Pavement Technology Program, Federal Aviation Administration.
  • Mohammad, L. N., Wu, Z., & Raqib, A. (2005). Investigation of the behavior of asphalt tack interface layer, Louisiana Transportation Research Center, FHWA/LA. 04/394.
  • Li, M., Anderson, N. L., Sneed, L. H., & Kang, X. (2016). An assessment of concrete over asphalt pavement using both the ultrasonic surface wave and impact echo techniques. Journal of Environmental and Engineering Geophysics, 21(4), 137-149. https://doi.org/10.2113/JEEG21.4.137
  • Li, M., Wang, H., Xu, G., & Xie, P. (2017). Finite element modeling and parametric analysis of viscoelastic and nonlinear pavement responses under dynamic FWD loading. Construction and Building Materials, 141, 23-35. https://doi.org/10.1016/j.conbuildmat.2017.02.096
  • West, R. C., Moore, J. R., & Zhang, J. (2006). Evaluating tack coat applications and the bond strength between pavement layers. In Airfield and Highway Pavement: Meeting Today's Challenges with Emerging Technologies (pp. 578-588). https://doi.org/10.1061/40838(191)49
  • Gregory, A. S., Galr, C. P., James, A. M., Patrik, B. U., & Howard, L. M. (2002). Preliminary Investigation of a Test Method to Evaluate Bond Strength of Bituminous Tack Coats. Research Report, Florida DOT, FL/DOT/SMO/02-459.
  • Uzan, J., Livneh, M., & Eshed, Y. (1978). Investigation of adhesion properties between asphaltic-concrete layers. In Association of Asphalt Paving Technologists Proc (Vol. 47).
  • Kruntcheva, M. R., Collop, A. C., & Thom, N. H. (2004). Feasibility of assessing bond condition of asphalt concrete layers with dynamic nondestructive testing. Journal of transportation engineering, 130(4), 510-518. https://doi.org/10.1061/(ASCE)0733-947X(2004)130:4(510)
  • Nazarian, S., Baker, M. R., & Crain, K. (1993). Developing and testing of a seismic pavement analyzer. Technical Report SHRP-H, 375.
  • Mejia, D., Celaya, M., Iyer, S., Rao, C., Shokouhi, P., & Nazarian, S. (2008). A work plan toward evaluation of technologies to assess presence and extent of delamination of HMA airfield pavements. Research Project, 06-04.
  • Hammons, M. I., Von Quintus, H., Geary, G. M., Wu, P. Y., & Jared, D. M. (2006). Detection of stripping in hot-mix asphalt. Transportation research record, 1949(1), 20-31. https://doi.org/10.1177/0361198106194900103
  • Sangiorgi, C., Collop, A., & Thom, N. H. (2003). A non-destructive impulse hammer for evaluating the bond between asphalt layers in a road pavement, In: International Symposium (NDTCE 2003) of Non-Destructive Testing in Civil Engineering, Berlin, Germany.
  • Gomba, S. M. (2004). Evaluation of interlayer bonding in hot mix asphalt pavements, MS thesis, Rowan University, Glassboro, N.J.
  • Al Hakim, B., Armitage, R., & Thom, N. H. (1998). Pavement assessment including bonding condition: case studies. In Proceedings, 5th International Conference on Bearing Capacity of Roads and Airfields, University of Trondheim, Trondheim, Norway (Vol. 1, pp. 439-448).
  • Nguyen, A. D. (2016). Nondestructive evaluation of bonding condition of asphalt pavement based on measured deformation of the road, Transportation Research Board, No. 16-0211.
  • Cickovic, M. (2017). Non-destructive testing of layer bonding with the falling weight deflectometer (FWD). In AAPA International Flexible Pavements Conference, 17th, 2017, Melbourne, Victoria, Australia.
  • Celaya, M., Mejia, D., Ertem, S., Nazarian, S., Rao, C., Von Quintus, H., & Shokouhi, P. (2009). Evaluation of NDT technologies to assess presence and extent of delamination of HMA airfield pavements: Verification study. AAPTP Report for Project, 06-04.
  • Ertem, F.S. (2011). Determination of the Discontinuity of Highway Flexible Pavements Layers by Using Nondestructive Seismic Methods, PhD Thesis, Suleyman Demirel University, Isparta, Turkey.
  • Baker, M. R., Crain, K., & Nazarian, S. (1995). Determination of Pavement Thickness with a New Ultrasonic Device, Research Report 1966-1, Center for Highway Materials Research, The University of Texas at El Paso, El Paso, TX, 53 p.
  • Hammons, M. I., Von Quintus, H., Maser, K., & Nazarian, S. (2005). Detection of stripping in hot mix asphalt., Applied Research Associates Project Number 16355, prepared for: Office of Materials and Research, Georgia Department of Transportation, 2005.
  • Nazarian, S., Yuan, D., Smith, K., Ansari, F., & Gonzalez, C. (2006). Acceptance criteria of airfield concrete pavement using seismic and maturity concepts. Innovative Pavement Research Foundation, Airport Concrete Pavement Technology Program. Report IPRF-01-G-002-02-2.
  • Standards for Specifying Construction of Airports. Advisory Circular 150/5370-10E. U.S. Department of Transportation Federal Aviation Administration, 2009.
  • Liu, W., & Scullion, T. (2001). MODULUS 6.0 for windows: User's manual (No. FHWA/TX-05/0-1869-2). Texas Transportation Institute, Texas A & M University System.

Assessment of deflection-based and seismic non-destructive methods to identify delamination of HMA pavements

Year 2020, Volume: 1 Issue: 1, 1103 - , 15.07.2020

Abstract

Timely and cost effective maintenance activities
are required to perform well under changing climatic conditions during service life
of a hot mix asphalt (HMA) pavement. Pavement maintenance and rehabilitation
process plays an important role for cost-effective pavement life cycle.
Nondestructive testing methods provide to getting
significant and rapidly information about the pavement without causing any
damage on the surface of the pavement. 
In this paper, for early detection of delamination of asphalt surface layers, the
results of extensive tests performed with deflection-based and seismic-based
nondestructive devices are presented. The technologies in this field are
briefly overviewed and obtained results are compared from various aspects.

References

  • Mehta, Y., & Siraj, N. (2007). Effect of Stiffness Ratio on Slippage Cracking Due to Interlayer Bonding Failure in Hot Mix Asphalt Pavement. In 2007 Mid-Continent Transportation Research Symposium Department of Transportation Iowa State University, AmesMidwest Transportation Consortium.
  • Petit, C., Chabot, A., Destrée, A., & Raab, C. (2018). Interface debonding behavior. In Mechanisms of cracking and debonding in asphalt and composite pavements (pp. 103-153). Springer, Cham. https://doi.org/10.1007/978-3-319-76849-6_3
  • Tebaldi, G., Apeagyei, A., Jelagin, D., & Falchetto, A. C. (2018). Advanced Measurement Systems For Crack Characterization. In Mechanisms of Cracking and Debonding in Asphalt and Composite Pavements (pp. 155-227). Springer, Cham. https://doi.org/10.1007/978-3-319-76849-6_4
  • Mousa, M., Elseifi, M. A., Elbagalati, O., & Mohammad, L. N. (2019). Evaluation of interface bonding conditions based on non-destructing testing deflection measurements. Road Materials and Pavement Design, 20(3), 554-571. https://doi.org/10.1080/14680629.2017.1400995
  • Le, M. T., Nguyen, Q. H., & Nguyen, M. L. (2020). Numerical and Experimental Investigations of Asphalt Pavement Behaviour, Taking into Account Interface Bonding Conditions. Infrastructures, 5(2), 21. https://doi.org/10.3390/infrastructures5020021
  • www.usroads.com Road Management & Engineering. www.usroads.com/journals/rmj/9704/rm970403
  • Celaya, M., Mejia, D., Ertem, S., Nazarian, S., Rao, C., Von Quintus, H., & Shokouhi, P. (2010). Evaluation of NDT technologies to assess presence and extent of delamination of HMA airfield pavements. Final Rep., Airfield Asphalt Pavement Technology Program, Federal Aviation Administration.
  • Mohammad, L. N., Wu, Z., & Raqib, A. (2005). Investigation of the behavior of asphalt tack interface layer, Louisiana Transportation Research Center, FHWA/LA. 04/394.
  • Li, M., Anderson, N. L., Sneed, L. H., & Kang, X. (2016). An assessment of concrete over asphalt pavement using both the ultrasonic surface wave and impact echo techniques. Journal of Environmental and Engineering Geophysics, 21(4), 137-149. https://doi.org/10.2113/JEEG21.4.137
  • Li, M., Wang, H., Xu, G., & Xie, P. (2017). Finite element modeling and parametric analysis of viscoelastic and nonlinear pavement responses under dynamic FWD loading. Construction and Building Materials, 141, 23-35. https://doi.org/10.1016/j.conbuildmat.2017.02.096
  • West, R. C., Moore, J. R., & Zhang, J. (2006). Evaluating tack coat applications and the bond strength between pavement layers. In Airfield and Highway Pavement: Meeting Today's Challenges with Emerging Technologies (pp. 578-588). https://doi.org/10.1061/40838(191)49
  • Gregory, A. S., Galr, C. P., James, A. M., Patrik, B. U., & Howard, L. M. (2002). Preliminary Investigation of a Test Method to Evaluate Bond Strength of Bituminous Tack Coats. Research Report, Florida DOT, FL/DOT/SMO/02-459.
  • Uzan, J., Livneh, M., & Eshed, Y. (1978). Investigation of adhesion properties between asphaltic-concrete layers. In Association of Asphalt Paving Technologists Proc (Vol. 47).
  • Kruntcheva, M. R., Collop, A. C., & Thom, N. H. (2004). Feasibility of assessing bond condition of asphalt concrete layers with dynamic nondestructive testing. Journal of transportation engineering, 130(4), 510-518. https://doi.org/10.1061/(ASCE)0733-947X(2004)130:4(510)
  • Nazarian, S., Baker, M. R., & Crain, K. (1993). Developing and testing of a seismic pavement analyzer. Technical Report SHRP-H, 375.
  • Mejia, D., Celaya, M., Iyer, S., Rao, C., Shokouhi, P., & Nazarian, S. (2008). A work plan toward evaluation of technologies to assess presence and extent of delamination of HMA airfield pavements. Research Project, 06-04.
  • Hammons, M. I., Von Quintus, H., Geary, G. M., Wu, P. Y., & Jared, D. M. (2006). Detection of stripping in hot-mix asphalt. Transportation research record, 1949(1), 20-31. https://doi.org/10.1177/0361198106194900103
  • Sangiorgi, C., Collop, A., & Thom, N. H. (2003). A non-destructive impulse hammer for evaluating the bond between asphalt layers in a road pavement, In: International Symposium (NDTCE 2003) of Non-Destructive Testing in Civil Engineering, Berlin, Germany.
  • Gomba, S. M. (2004). Evaluation of interlayer bonding in hot mix asphalt pavements, MS thesis, Rowan University, Glassboro, N.J.
  • Al Hakim, B., Armitage, R., & Thom, N. H. (1998). Pavement assessment including bonding condition: case studies. In Proceedings, 5th International Conference on Bearing Capacity of Roads and Airfields, University of Trondheim, Trondheim, Norway (Vol. 1, pp. 439-448).
  • Nguyen, A. D. (2016). Nondestructive evaluation of bonding condition of asphalt pavement based on measured deformation of the road, Transportation Research Board, No. 16-0211.
  • Cickovic, M. (2017). Non-destructive testing of layer bonding with the falling weight deflectometer (FWD). In AAPA International Flexible Pavements Conference, 17th, 2017, Melbourne, Victoria, Australia.
  • Celaya, M., Mejia, D., Ertem, S., Nazarian, S., Rao, C., Von Quintus, H., & Shokouhi, P. (2009). Evaluation of NDT technologies to assess presence and extent of delamination of HMA airfield pavements: Verification study. AAPTP Report for Project, 06-04.
  • Ertem, F.S. (2011). Determination of the Discontinuity of Highway Flexible Pavements Layers by Using Nondestructive Seismic Methods, PhD Thesis, Suleyman Demirel University, Isparta, Turkey.
  • Baker, M. R., Crain, K., & Nazarian, S. (1995). Determination of Pavement Thickness with a New Ultrasonic Device, Research Report 1966-1, Center for Highway Materials Research, The University of Texas at El Paso, El Paso, TX, 53 p.
  • Hammons, M. I., Von Quintus, H., Maser, K., & Nazarian, S. (2005). Detection of stripping in hot mix asphalt., Applied Research Associates Project Number 16355, prepared for: Office of Materials and Research, Georgia Department of Transportation, 2005.
  • Nazarian, S., Yuan, D., Smith, K., Ansari, F., & Gonzalez, C. (2006). Acceptance criteria of airfield concrete pavement using seismic and maturity concepts. Innovative Pavement Research Foundation, Airport Concrete Pavement Technology Program. Report IPRF-01-G-002-02-2.
  • Standards for Specifying Construction of Airports. Advisory Circular 150/5370-10E. U.S. Department of Transportation Federal Aviation Administration, 2009.
  • Liu, W., & Scullion, T. (2001). MODULUS 6.0 for windows: User's manual (No. FHWA/TX-05/0-1869-2). Texas Transportation Institute, Texas A & M University System.
There are 29 citations in total.

Details

Primary Language English
Subjects Transportation Engineering
Journal Section Research Articles
Authors

F. Selcan Özen This is me 0000-0003-4475-515X

Manuel Celaya This is me

Soheil Nazarıan This is me 0000-0002-2622-1261

Mehmet Saltan 0000-0001-6221-4918

Publication Date July 15, 2020
Submission Date April 12, 2020
Acceptance Date June 30, 2020
Published in Issue Year 2020 Volume: 1 Issue: 1

Cite

APA Özen, F. S., Celaya, M., Nazarıan, S., Saltan, M. (2020). Assessment of deflection-based and seismic non-destructive methods to identify delamination of HMA pavements. Journal of Innovative Transportation, 1(1), 1103.