Abstract
Large-scale repair works (LSRW) are expensive and time-consuming, and therefore cannot be carried out simultaneously for all deteriorated pavements; hence, they are performed based on urgency. In Korea, the re-modeling index (RMI) program versions 1.0 and 2.0 were developed to predict the urgency of the LSRW on expressway concrete pavements. In this study, version 3.0 of the RMI program was developed to address the drawbacks found in version 2.0 of the program. The model used in the program was improved by using the equivalent single-axle load instead of the annual average daily traffic used in the previous version, to consider the damage to pavement caused by heavy vehicles. In addition, another model was modified by combining the winter climate conditions with the annual deicing salt usage, which was used as the only variable considering the environmental factors in the previous version. The international roughness index and surface distress prediction models, which were not separated by pavement type in version 2.0 of the program, were separated into jointed concrete pavement and continuously reinforced concrete pavement. The logic for predicting future RMI was also reasonably improved. In addition, the logic of categorizing the entire expressway concrete pavement section into homogeneous sections was objectively improved for more effective LSRW. Consequently, for 2023, the Korea Expressway Corporation selected for LSRW those homogeneous sections that were evaluated as urgent by the RMI3.0 program.
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References
Al-Omari B, Darter MI (1995) Effect of pavement deterioration types on IRI and rehabilitation. Transportation Research Record 1505:57–65
Bryan C, Smith BK (2009) Development of truck equivalent single-axle load (ESAL) factors based on weigh-in-motion data for pavement design in Virginia. Virginia Transportation Research Council
Carey JWM, Irick PE (1960) The pavement serviceability-performance concept. Highway Research Board, AASHO Road Test
Cyr M, Rivard P, Labrecque F (2009) Reduction of ASR expansion using powders ground from various sources of reactive aggregates. Cement & Concrete Composites 31(7):438–446, DOI: https://doi.org/10.1016/j.cemconcomp.2009.04.013
Head ML, Holman L, Lanfear R, Kahn AT, Jennions MD (2015) The extent and consequences of P-hacking in science. PLOS Biology 13(3):e1002106, DOI: https://doi.org/10.1371/journal.pbio.1002106
Hong SH, Han SH, Yun KK (2006) A case study for deterioration due to alkali-silica reaction in the cement concrete pavement. Journal of the Korea Concrete Institute 18(3):355–360, DOI: https://doi.org/10.4334/JKCI.2006.18.3.355
Hover KC (1993) Why is there air in concrete. Concrete Construction 38(1):11–15
Huang YH (2004) Pavement analysis and design, 2nd edition. Prentice Hall: Englewood Cliffs, NJ, USA
Kakao (2020) Kakao Map Road View, https://www.kakao.com
Kim CW, Lee JH, Lim JS, Suh YC, Jeong JH (2015) Development of remodeling index for aged concrete pavement. Proceedings of the conference of Korea Society of Road Engineers, Oct., 2015, 32
Kim DH, Lee JM, Moon KH, Park JS, Suh YC, Jeong JH (2019) Development of the remodeling index model to predict the priority of large-scale repair works of concrete pavements in Korea. KSCE Journal of Civil Engineering 23(5):2096–2107, DOI: https://doi.org/10.1007/s12205-019-1978-x
KMA (2007-2016) Weather data open portal database. Korea Meteorological Administration, Korea
Kutner MH, Nachtsheim CJ, Neter J (2004) Applied linear regression models, 4th edition. McGraw-Hill Irwin
Kwon SH (2017) Development of HPCI prediction model for concrete pavement using expressway PMS database. MSc Thesis, Hanyang University, Seoul, Korea
Lee JH, Lee KS, Suh YC, Jeong JH (2015) Development and application of urgency index for remodeling old concrete pavement on expressway. Proceedings of the conference of Korea Society of Road Engineers, Oct., 2015, 159–160
Lee JM, Moon KH, Lee JH, Kim JC, Kang MS, Jeong JH (2017) Development of regression model for expressway concrete pavement remodeling Proceedings of the conference of Korea Society of Road Engineers, Oct., 2017, 19
Marchand J, Sellevold EJ, Pigeon M (1994) The deicer salt scaling deterioration of concrete, An overview. Proceeding of the 3rd international conference on the durability of concrete, ACI Special Publication. Farmington Hills, MI, USA, 1–46
MOLIT (2016) Road condition report. Ministry of Land, Infrastructure, and Transport: Korea
MOLIT (2017) Road condition report. Ministry of Land, Infrastructure, and Transport: Korea
MOLIT (2018) Road condition report. Ministry of Land, Infrastructure, and Transport: Korea
MOLIT (2020) Road condition report. Ministry of Land, Infrastructure, and Transport: Korea
Power TC, Helmuth RA (1953) Theory of volume changes in hardened Portland cement paste during freezing. Highway Research Record 32:285–297
Rivard P, Fournier B, Ballivy G (2002) The damage rating index method for ASR affected concrete - A critical review of petrographic features of deterioration and evaluation criteria. Cement, Concrete & Aggregates 24(2):1–11
Scherer GW (1999) Crystallization in pores, cement concrete record. Cement & Concrete Research 29(8):1347–1358, DOI: https://doi.org/10.1016/S0008-8846(99)00002-2
Shahin MY, Darter MI, Kohn SD (1977) Development of a pavement maintenance management system. AFR93-5, Air Force Engineering Service Center, Tyndall AFB
Shi X, Akin M, Pan T, Fay L, Liu Y, Yang Z (2009) Deicer impacts on pavement materials: Introduction and recent developments. The Open Civil Engineering Journal 3(1):16–27, DOI: https://doi.org/10.2174/1874149500903010016
Skripkiūnas G, Nagrockienė D, Girskas G, Vaičienė M, Baranauskaitė E (2013) The cement type effect on freeze - thaw and deicing salt resistance of concrete. Procedia Engineering 57:1045–1051, DOI: https://doi.org/10.1016/j.proeng.2013.04.132
Suh Y, Kwon S, Jung D, Jeong J, Kang M (2017) Development of HPCI prediction model for concrete pavement using expressway PMS database. International Journal of Highway Engineering 19(6):83–95, DOI: https://doi.org/10.7855/IJHE.2017.19.6.083
Tabatabaie AM, Barenberg EJ (1980) Structural analysis of concrete pavement systems. Transportation Engineering Journal of ASCE 106(5):493–506, DOI: https://doi.org/10.1061/TPEJAN.0000873
Wesolowski M, Iwanowski W (2020) APCI evaluation method for cement concrete airport pavement in the scope of air operation safety and air transport participants life. International Journal of Environmental Research and Public Health 17(1663):1–14, DOI: https://doi.org/10.3390/ijerph17051663
Won MC, Kim SM, Merritt D, McCullough BF (2002) Horizontal cracking and pavement distress in Portland cement concrete pavement. Proceeding of 27th international air transport conference. ASCE: Orlando, FL, USA
Yang X, Shen A, Guo Y, Zhou S, He T (2018) Deterioration mechanism of interface transition zone of concrete pavement under fatigue load and freeze-thaw coupling in cold climatic areas. Construction & Building Materials 160:588–597, DOI: https://doi.org/10.1016/j.conbuildmat.2017.11.031
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This study was performed under the research project “Logic Development Research for Establishing Old Asphalt Remodeling Strategy” funded by the Korea Expressway Corporation Research Institute.
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Kim, DH., Choi, KH., Moon, KH. et al. RMIc-3.0 Program Development to Prioritize Concrete Pavement Sections for Large-scale Repair Works. KSCE J Civ Eng 27, 2853–2867 (2023). https://doi.org/10.1007/s12205-023-1459-0
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DOI: https://doi.org/10.1007/s12205-023-1459-0