Evaluation of Deflection Data to Monitor the Structural Performance of Composite Pavements
Countries around the world have had a gradual increase in the length of Portland cement concrete (PCC) pavement overlaid with hot-mix asphalt (HMA) mixtures in recent years. Evaluation of asphalt overlaid PCC (HMA/PCC) composite pavements is essential to pavement engineers when selecting rehabilitat...
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| Published in | Journal of the Eastern Asia Society for Transportation Studies Vol. 15; pp. 2429 - 2446 |
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| Main Authors | , |
| Format | Journal Article |
| Language | English |
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Eastern Asia Society for Transportation Studies
2024
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| Abstract | Countries around the world have had a gradual increase in the length of Portland cement concrete (PCC) pavement overlaid with hot-mix asphalt (HMA) mixtures in recent years. Evaluation of asphalt overlaid PCC (HMA/PCC) composite pavements is essential to pavement engineers when selecting rehabilitation strategies. Deflection test data is traditionally applied to assess the structural integrity of composite pavements for monitoring their performance. However, available tools for composite pavement are limited in their ability to adequately explain the behavior of composite pavements. A direct and simple procedure is proposed in this study to evaluate the structural performance of HMA/PCC composite pavements. This approach is built on an elastic layer theory to calculate the deflections to consider the influence of the HMA layer overlaid PCC. Test sites using deflection data collected on HMA/PCC composite pavements indicate that the analytic procedures produce reasonable results that are consistent with those obtained from field. |
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| AbstractList | Countries around the world have had a gradual increase in the length of Portland cement concrete (PCC) pavement overlaid with hot-mix asphalt (HMA) mixtures in recent years. Evaluation of asphalt overlaid PCC (HMA/PCC) composite pavements is essential to pavement engineers when selecting rehabilitation strategies. Deflection test data is traditionally applied to assess the structural integrity of composite pavements for monitoring their performance. However, available tools for composite pavement are limited in their ability to adequately explain the behavior of composite pavements. A direct and simple procedure is proposed in this study to evaluate the structural performance of HMA/PCC composite pavements. This approach is built on an elastic layer theory to calculate the deflections to consider the influence of the HMA layer overlaid PCC. Test sites using deflection data collected on HMA/PCC composite pavements indicate that the analytic procedures produce reasonable results that are consistent with those obtained from field. |
| Author | CHEN, Jian-Shiuh YANG, Chin Hung |
| Author_xml | – sequence: 1 fullname: CHEN, Jian-Shiuh organization: Department of Civil Engineering, National Cheng Kung University – sequence: 2 fullname: YANG, Chin Hung organization: Department of Civil Engineering, National Cheng Kung University |
| BackLink | https://cir.nii.ac.jp/crid/1390582020416181120$$DView record in CiNii |
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| Copyright | 2024 Eastern Asia Society for Transportation Studies |
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| DOI | 10.11175/easts.15.2429 |
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| References | Kim, Y.R., Hibbs, B.O., Lee, Y.C. (1995) Temperature correction of deflections and backcalculated asphalt concrete moduli. Transportation Research Record, 1473, 55-62. Hall, K.T., Mohseni, A. (1991) Backcalculation of asphalt concrete overlaid portland cement concrete pavement layer moduli. Transportation Research Record, 1293, 112-123. Texas Department of Transportation (TxDOT) (2021) Pavement Manual. Austin, Texas. Flintsch, G., Diefenderfer, B. Nunez, O. (2009) Composite pavement systems: synthesis of design and construction practices. VTRC 09-CR2. Virginia Transportation Research Council, Charlottesville. Hall, K.D., James, M. (2009) PCC materials input values for mechanistic-empirical pavement design guide. TRC0708, Arkansas State Highway and Transportation Department, Fayetteville, Arkansas. Kim, J., Zollinger, D., Lee, S. (2021) Experimental Study on the design and behavior of concrete pavement joint sealants. Transportation Research Record, 2675(6), 369-379. Bennert, B., Maher, A. (2007) Evaluation of current state of flexible overlay design for rigid and composite pavements in the United States. Transportation Research Record, 1991, 97-108. Rao, S., Darter, M.D., Tompkins, M., Vancura, L. Khazanovich, J., Signore, E., Coleri, R., Wu, J., Harvey, J., Vandenbossche J. (2013) Composite pavement systems; Volume 1: HMA/PCC composite pavements. SHRP2 Report S2-R21-RR-2. Transportation Research Board, Washington, D.C. Qiu, X., You, Q., Yang, Q. (2013) Distribution characteristics of surface dynamic deflection basin of CTB asphalt pavement with cracking. Journal of Highway and Transportation Research and Development, 20(2), 1-8. Alavi, S., Lecates, J.F., Travares, M.P. (2008) Falling weight deflectometer usage. National Cooperative Highway Research Program (NCHRP) Synthesis 318, Washington D.C. Saraf, S., Choi, P., Ryu, S., Ha, S., Ghebrab, T., Won, M.C. (2013) Minimize premature distresses in continuously reinforced concrete pavements. FHWA/TX-14-0-6687-1. Texas Tech University, Lubbock. Federal Aviation Administration (2004) Use of nondestructive testing in the evaluation of airport pavements. Advisory Circular AC 150/5370-11A. U.S. Federal Aviation Administration, Washington, D.C. Deng, Y., Yang, Q. (2018) Rapid evaluation of a transverse crack on a semi-rigid pavement utilizing deflection basin data. Road Materials and Pavement Design, 15(5), 1-14. Huang, Y.H. (2004) Pavement Analysis and Design. 2nd edition, Pearson Prentice Hall, New York. Smith, K.D., Bruinsma, J.E., Wade, W.J., Chatti, K., Vandenbossche, J.M., Yu, H.T. (2017) Using falling weight deflectometer data with mechanistic-empirical design and analysis, volume I_final report. FHWA-HRT-16-009. Washington, D.C. Hossain, M.S., Nair, H., Ozyildirim, H. C. (2022) Construction of a composite pavement (asphalt over concrete) in Virginia. Transportation Research Record, 2676(10), 251-264. American Association of State Highway and Transportation Officials (1993) AASHTO guide for design of pavement structures. AASHTO, Washington, D.C. Grenier, S., Konrad, J.M. (2002) Evaluation of asphalt concrete pavement discontinuities on falling weight deflectometer measurements. Proceedings of the 6th International Conference on the Bearing Capacity of Roads and Airfields, Lisbon, Portugal, November 12-16, 617-627. Ma, L., Li, M., Pang, J., Huang, C. (2019) Evaluation of transverse cracks for semi-rigid asphalt pavements using deflection basin parameters. Transportation Research Record, 2673(2), 358-367. Uddin, W., Zhang, D., Fernandez, F. (1994) Finite element simulation of pavement discontinuities and dynamic load response. Transportation Research Record, 1448, 100-106. Cunliffea, C., Mehtaa, Y.A., Clearya, D., Alib, A., Redlesa, T (2016). Impact of dynamic loading on backcalculated stiffness of rigid airfield pavements. International Journal of Pavement Engineering, 17(6), 489-502. Lee, Y.C. (1997) Condition Assessment of Flexible Pavements Using FWD Deflections. PhD Thesis. North Carolina State University. Smith, R.J. (1963) Definition of composite pavement structures. Highway Research Record, 37, 1-4. Taiwan Freeway Bureau (TFB) (2017) Performance monitoring of porous asphalt concrete and structural evaluation using FWD, Tainan, Taiwan (in Chinese). Stubstad, R.C., R. Briggs, and O. Selezneva (2012). Simplified techniques for evaluation and interpretation of pavement deflections for network-level analysis. FHWA-HRT-12-025, Federal Highway Administration, McLean, Virginia. |
| References_xml | – reference: American Association of State Highway and Transportation Officials (1993) AASHTO guide for design of pavement structures. AASHTO, Washington, D.C. – reference: Hall, K.D., James, M. (2009) PCC materials input values for mechanistic-empirical pavement design guide. TRC0708, Arkansas State Highway and Transportation Department, Fayetteville, Arkansas. – reference: Hossain, M.S., Nair, H., Ozyildirim, H. C. (2022) Construction of a composite pavement (asphalt over concrete) in Virginia. Transportation Research Record, 2676(10), 251-264. – reference: Cunliffea, C., Mehtaa, Y.A., Clearya, D., Alib, A., Redlesa, T (2016). Impact of dynamic loading on backcalculated stiffness of rigid airfield pavements. International Journal of Pavement Engineering, 17(6), 489-502. – reference: Flintsch, G., Diefenderfer, B. Nunez, O. (2009) Composite pavement systems: synthesis of design and construction practices. VTRC 09-CR2. Virginia Transportation Research Council, Charlottesville. – reference: Grenier, S., Konrad, J.M. (2002) Evaluation of asphalt concrete pavement discontinuities on falling weight deflectometer measurements. Proceedings of the 6th International Conference on the Bearing Capacity of Roads and Airfields, Lisbon, Portugal, November 12-16, 617-627. – reference: Uddin, W., Zhang, D., Fernandez, F. (1994) Finite element simulation of pavement discontinuities and dynamic load response. Transportation Research Record, 1448, 100-106. – reference: Federal Aviation Administration (2004) Use of nondestructive testing in the evaluation of airport pavements. Advisory Circular AC 150/5370-11A. U.S. Federal Aviation Administration, Washington, D.C. – reference: Hall, K.T., Mohseni, A. (1991) Backcalculation of asphalt concrete overlaid portland cement concrete pavement layer moduli. Transportation Research Record, 1293, 112-123. – reference: Huang, Y.H. (2004) Pavement Analysis and Design. 2nd edition, Pearson Prentice Hall, New York. – reference: Taiwan Freeway Bureau (TFB) (2017) Performance monitoring of porous asphalt concrete and structural evaluation using FWD, Tainan, Taiwan (in Chinese). – reference: Bennert, B., Maher, A. (2007) Evaluation of current state of flexible overlay design for rigid and composite pavements in the United States. Transportation Research Record, 1991, 97-108. – reference: Smith, R.J. (1963) Definition of composite pavement structures. Highway Research Record, 37, 1-4. – reference: Deng, Y., Yang, Q. (2018) Rapid evaluation of a transverse crack on a semi-rigid pavement utilizing deflection basin data. Road Materials and Pavement Design, 15(5), 1-14. – reference: Rao, S., Darter, M.D., Tompkins, M., Vancura, L. Khazanovich, J., Signore, E., Coleri, R., Wu, J., Harvey, J., Vandenbossche J. (2013) Composite pavement systems; Volume 1: HMA/PCC composite pavements. SHRP2 Report S2-R21-RR-2. Transportation Research Board, Washington, D.C. – reference: Qiu, X., You, Q., Yang, Q. (2013) Distribution characteristics of surface dynamic deflection basin of CTB asphalt pavement with cracking. Journal of Highway and Transportation Research and Development, 20(2), 1-8. – reference: Ma, L., Li, M., Pang, J., Huang, C. (2019) Evaluation of transverse cracks for semi-rigid asphalt pavements using deflection basin parameters. Transportation Research Record, 2673(2), 358-367. – reference: Kim, J., Zollinger, D., Lee, S. (2021) Experimental Study on the design and behavior of concrete pavement joint sealants. Transportation Research Record, 2675(6), 369-379. – reference: Kim, Y.R., Hibbs, B.O., Lee, Y.C. (1995) Temperature correction of deflections and backcalculated asphalt concrete moduli. Transportation Research Record, 1473, 55-62. – reference: Stubstad, R.C., R. Briggs, and O. Selezneva (2012). Simplified techniques for evaluation and interpretation of pavement deflections for network-level analysis. FHWA-HRT-12-025, Federal Highway Administration, McLean, Virginia. – reference: Alavi, S., Lecates, J.F., Travares, M.P. (2008) Falling weight deflectometer usage. National Cooperative Highway Research Program (NCHRP) Synthesis 318, Washington D.C. – reference: Smith, K.D., Bruinsma, J.E., Wade, W.J., Chatti, K., Vandenbossche, J.M., Yu, H.T. (2017) Using falling weight deflectometer data with mechanistic-empirical design and analysis, volume I_final report. FHWA-HRT-16-009. Washington, D.C. – reference: Saraf, S., Choi, P., Ryu, S., Ha, S., Ghebrab, T., Won, M.C. (2013) Minimize premature distresses in continuously reinforced concrete pavements. FHWA/TX-14-0-6687-1. Texas Tech University, Lubbock. – reference: Texas Department of Transportation (TxDOT) (2021) Pavement Manual. Austin, Texas. – reference: Lee, Y.C. (1997) Condition Assessment of Flexible Pavements Using FWD Deflections. PhD Thesis. North Carolina State University. |
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| Title | Evaluation of Deflection Data to Monitor the Structural Performance of Composite Pavements |
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