Asphalt Pavement Compaction Control: Relevance of Laboratory and Non-Destructive Testing Methods of Density
DOI:
https://doi.org/10.7250/bjrbe.2022-17.555Keywords:
air voids content, asphalt pavement, compaction, density, ground penetrating radar (GPR), non-destructive testing (NDT)Abstract
Assurance of asphalt pavement layer compaction, expressed by air voids ratio between field and laboratory bulk density, is one of the main criteria of the asphalt pavement durability. Thus, destructive measures should be applied, and many asphalt samples should be taken on site in order to determine the representative compaction level of constructed pavement. With the fast development of technologies, new methods should be considered for fast, non-destructive and accurate determination of asphalt bulk density on site. As there are quite few non-destructive methods related to asphalt pavement density measurement, there is a need to make comparison of such methods. Currently, when GPR methods are used to determine the density, calibration cores are used in all cases to estimate the unknown or unmeasured variables or conditions that may affect the results of dielectric value measurements. The aim of this study is to develop a regression model that can predict the bulk density of the compacted asphalt layer without coring, using the design values of the bulk density determined in the type tests of asphalt mixtures or other currently used non-destructive testing technologies (in this case PQI and NDG) and GPR measured dielectric constant values.
References
Al-Qadi, I. L., Leng, Z., Lahouar, S., and Baek J. (2011). In-place hot-mix asphalt density estimation using ground-penetrating radar. Transportation Research Record: Journal of the Transportation Research Board, 2152(1), 19–27. https://doi.org/10.3141/2152-03
Ameri, M., Novin, M. K., and Yousefi, B. (2014). Comparison of the field measurements of asphalt concrete densities obtained by ground-penetrating radar, pavement quality indicator and the borehole coring methods. Road Materials and Pavement Design, 15(4), 759–773. https://doi.org/10.1080/14680629.2014.909874
Baltrušaitis, A., Vaitkus A., and Smirnovs, J. (2020). Asphalt layer density and air voids content: GPR and laboratory testing data reliance. Baltic Journal of Road and Bridge Engineering, 15(3), 93–110. https://doi.org/10.7250/bjrbe.2020-15.486
Berthelot, C., Taylor, B., Stuber, E., Podborochynski, D., Haichert, R., Marjerison, B., and Bushman, R. (2009). Ground penetrating radar quality assurance characterization of asphaltic concrete surfacing. http://conf.tac-atc.ca/english/ resourcecentre/readingroom/conference/conf2009/pdf/Berthelot2.pdf
Braunfelds, J., Senkans, U., Skels, P., Janeliukstis, R., Salgals, T., Redka, D., Lyashuk, I., Porins, J., Spolitis, S., Haritonovs, V., and Bobrovs, V. (2021). FBG-based sensing for structural health monitoring of road infrastructure. Journal of Sensors, 2021, Article 8850368. https://doi.org/10.1155/2021/8850368
Brown, E. R. (1990). Density of asphalt concrete: How much is needed? Transportation Research Record: Journal of the Transportation Research Board, 1282, 27–32.
CEN. (2012). Bituminous mixtures – Test methods for hot mix asphalt. Part 6: Determination of bulk density of bituminous specimens (EN 12697-6:2012). CEN European Committee for Standardization.
CEN. (2017). Bituminous Mixtures – Test Methods. Part 27: Sampling (EN 12697-27:2017). CEN European Committee for Standardization.
Decker, D. S. (2017). Specifying and measuring asphalt pavement density to ensure pavement performance. National Academies of Sciences, Engineering, and Medicine. https://doi.org/10.17226/24870
IAEA. (1996). Manual on nuclear gauges (XA9743493). International Atomic Energy Agency. https://inis.iaea.org/collection/NCLCollectionStore/_Public/28/027/28027981.pdf
Kassem, E., Chowdhury, A., Scullion, T., and Masad, E. (2016). Application of ground-penetrating radar in measuring the density of asphalt pavements and its relationship to mechanical properties. International Journal of Pavement Engineering, 17(6), 503–516. https://doi.org/10.1080/10298436.2015.1007225
Kvasnak, A. N., Williams, R. C, Ceylan, H., and Gopalakrishnan, K. (2007). Investigation of electromagnetic gauges for determining in-place HMA density (CTRE Project 05-233). Iowa State University. https://lib.dr.iastate.edu/intrans_reports/48
Leng, Z., Zhang, Z., Zhang, Y., Wang, Y., Yu, H., and Ling, T. (2018). Laboratory evaluation of electromagnetic density gauges for hot-mix asphalt mixture density measurement. Construction and Building Materials, 158, 1055–1064. https://doi.org/10.1016/j.conbuildmat.2017.09.186
Li, C., Ning, F., Gan, X., Li, Y., and Li, H. (2019). Evaluation of the field segregation of asphalt pavement with 30# low penetration asphalt binder. International Journal of Pavement Research and Technology, 12(2), 139–46. https://doi.org/10.1007/s42947-019-0018-z
LRA. (2011). Guidance on acceptance of works using the GPR method MN DP-GPR 11. Lithuanian Road Administration under the Ministry of Transport and Communications. https://e-seimas.lrs.lt/portal/legalAct/lt/TAD/TAIS.396355
Maritime Services. (2015). Field density testing by using a nuclear density gauge (Technical Guide L-G-002). Roads and Maritime Services. https://pdf4pro. com/amp/view/technical-guide-l-g-002-roads-and-maritime-services- 54e1e4.html
Mata, D., Ferguson, N., Cooper III, S.B., and Gautreau, G. (2018). Evaluation of non-destructive density determination for QA/QC acceptance testing (Final Report 600). Louisiana Transportation Research Center. https://www.ltrc.lsu.edu/pdf/2018/FR_600.pdf
McDaniel, R. S., and Levenberg, E. (2013). Risk management of low air void asphalt concrete mixtures (Report FHWA/IN/JTRP-2013/15). Joint Transportation Research Program. https://doi.org/10.5703/1288284315217
Popik, M., Lee, H., Aho, B., Maser, K., and Holzschuher, C. (2010). Using ground penetrating radar for evaluation of asphalt density measurements. Transportation Research Board.
Romero, P. (2002). Evaluation of non-nuclear gauges to measure density of hot-mix asphalt pavements (Final Report). University of Utah.
Saarenketo, T. (2006). Electrical properties of road materials and subgrade soils and the use of ground penetrating radar in traffic infrastructure surveys [Doctoral dissertation, University of Oulu]. http://jultika.oulu.fi/files/isbn9514282221.pdf
Saarenketo, T. (2012). Recommendations for guidelines for the use of GPR in asphalt air voids content measurement. https://www.vegvesen.no/ globalassets/fag/fokusomrader/forskning-innovasjon-og-utvikling/mara¬nord-gpr-asphalt-qc-guidelines-v-3-final.pdf
Saarenketo, T., and Scullion, T. (2000). Road evaluation with ground penetrating radar. Journal of Applied Geophysics, 43(2–4), 119–138. https://doi.org/10.1016/S0926-9851(99)00052-X
Saarenketo, T. (2013). Measuring electromagnetic properties of asphalt for pavement quality control and defect mapping. http://www.vegagerdin.is/nvf/nvf33.nsf/7c5e95b3edddb9e980256f620045f483/6423655ed26a5bd400256de90031ecaf/$FILE/Asphalt_electromagnetics_TimoS_030603.pdf
Sebesta, S., Saarenketo, T., and Scullion, T. (2012). Using infrared and high-speed ground-penetrating radar for uniformity measurements on new HMA layers (Report S2-R06C-RR-1). National Academies of Sciences, Engineering, and Medicine. https://doi.org/10.17226/22769
Sebesta, S., Wang, F., Scullion, T., and Liu, W. (2006). New infrared and radar systems for detecting segregation in hot-mix asphalt construction (Report FHWA/TX-05/0-4577-2). Texas Transportation Institute. http://tti.tamu.edu/documents/0-4577-2.pdf
Sebesta, S., Zeig, M., and Scullion, T. (2003). Evaluation of non-nuclear density gauges for HMAC: year 1 (Report FHWA/TX-04/0-4577-1). Texas Transportation Institute. https://static.tti.tamu.edu/tti.tamu.edu/documents/0-4577-1.pdf
Shangguan, P., Al-Qadi, I., Coenen, A., and Zhao, S. (2016). Algorithm development for the application of ground-penetrating radar on asphalt pavement compaction monitoring. International Journal of Pavement Engineering, 17(3), 189–200. https://doi.org/10.1080/10298436.2014.973027
Shangguan, P., Al-Qadi, I., and Lahouar, S. (2014). Pattern recognition algorithms for density estimation of asphalt pavement during compaction: A simulation study. Journal of Applied Geophysics, 107, 8–15. https://doi.org/10.1016/j.jappgeo.2014.05.001
Sihvola, A. H. (1989). Self-Consistency aspects of dielectric mixing theories. IEEE Transactions on Geoscience and Remote Sensing, 27(4), 403–415. https://doi.org/10.1109/36.29560
Timm, A. (2013). Comparison of nuclear and non-nuclear density gauges for determining in-place density of hot mix asphalt. Journal of Chemical Information and Modeling, 53(9), 1689–1699.
TransTech Systems Inc. (2019). Pavement quality indicator PQI 380 (Operator’s Handbook). http://www.transtechsys.com/pdf/PQI380Manual.pdf
TRB. (2006). Factors affecting compaction of asphalt pavements (Circular E-C105). Transportation Research Board. https://onlinepubs.trb.org/onlinepubs/circulars/ec105.pdf
Troxler Electronic Laboratories. (2009). Manual of operation and instruction model 3450 RoadReaderTM Plus. https://www.manualslib.com/ manual/2024030/Troxler-Roadreader-Plus-3450.html
Troxler Electronic Laboratories. (2021). Troxler RoadReaderTM Model 3440. Manual of operation and instruction (Ed. 1.3, English). https://www. troxlerlabs.com/Portals/0/Troxler Documents/User Documents/3430 3440 Plus/UM-3440- 3440 User Manual - Ed 1.3.pdf?ver=2021-02-16-125713- 617×tamp=1613498312512
Wang, S., Zhao, S., and Al-Qadi, I. L. (2018). Continuous real-time monitoring of flexible pavement layer density and thickness using ground penetrating radar. NDT and E International, 100, 48–54. https://doi.org/10.1016/j.ndteint.2018.08.005
Wang, S., Al-Qadi, I. L., and Cao, Q. (2020). Factors impacting monitoring asphalt pavement density by ground penetrating radar. NDT and E International, 115, Article 102296. https://doi.org/10.1016/j.ndteint.2020.102296
Zaman, S., Hussain, J., Zaidi, S. B. A., Ejaz, N., and Awan, H. H. (2019). Field assessment of non-nuclear methods used for hot mix asphalt density measurement. Civil Engineering Journal, 5(8), 1820–1831. https://doi.org/10.28991/cej-2019-03091374
Zhang, Z., Huang, S., and Zhang, K. (2017). Accurate detection method for compaction uniformity of asphalt pavement. Construction and Building Materials, 145, 88–97. https://doi.org/10.1016/j.conbuildmat.2017.03.227
Zhao, S., and Al-Qadi, I. L. (2019). Algorithm development for real-time thin asphalt concrete overlay compaction monitoring using ground-penetrating radar. NDT and E International, 104, 114–23. https://doi.org/10.1016/j.ndteint.2019.04.008
Williams, S. G. (2008). Non-nuclear methods for HMA density measurements (MBTC 2075 Final Report). University of Arkansas. https://www.researchgate.net/profile/Stacy-Williams/publication/237406397_ N o n - N u c l e a r _ M e t h o d s _ f o r _ H M A _ D e n s i t y _ M e a s u r e m e n t s _ M B T C _ 20 75 _ F i n a l _ R e p o r t / l i n k s/ 5 6 a78 2 2 d 0 8 a e 9 9 7e 2 2b b e 5 3 0/ Non-Nuclear-Methods-for-HMA-Density-Measurements-MBTC-2075-Final-Report.pdf
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