Feasibility of Lightweight Deflectometer Measured Surface Deflection on Flexible Pavement for Quality Assessment

International Journal of Civil Engineering
© 2020 by SSRG - IJCE Journal
Volume 7 Issue 7
Year of Publication : 2020
Authors : Vishal Kumar Narnoli, Sanjeev Kumar Suman
pdf
How to Cite?

Vishal Kumar Narnoli, Sanjeev Kumar Suman, "Feasibility of Lightweight Deflectometer Measured Surface Deflection on Flexible Pavement for Quality Assessment," SSRG International Journal of Civil Engineering, vol. 7,  no. 7, pp. 73-82, 2020. Crossref, https://doi.org/10.14445/23488352/IJCE-V7I7P110

Abstract:

In this study, a lightweight deflectometer (LWD) is used to measure the surface deflection of the flexible pavement in Bihar; India. An LWD field-testing program was undertaken on 30 test locations of all four roads for relative condition assessment. The surface deflection obtained by using a 150 mm diameter plate was found to be 1.5 - 1.8 times higher than the surface deflection obtained by using 300 mm diameter plates. The coefficient of variation (COV) of the surface deflection ranges from 9 to 15% and 7 to 27% in the case of 300 mm and 150mm diameter plate respectively. The result shows all the deflection datasets are normal. The control chart shows the uniformity of data except for a few sections of roads. The LWD device was found to provide quick test results and simple to operate on any pavement, and hence the frequency of deflection tests can be increased, leading to an improvement in the overall quality of pavement and, thus, pavement performance.

Keywords:

LWD, surface deflection, flexible pavement, descriptive statistics, normality check, uniformity check

References:

[1] Alshibli K. A., Abu-farsakh M., and Seyman E., Laboratory Evaluation of the Geogauge and Light Falling Weight Deflectometer as Construction Control Tools, Journal of Materials in Civil Engineering, ASCE, 17(5) (2005) 560–569.
[2] Apeagyei A. K., and Hossain M. S., Stiffness-Based Evaluation of Base and Subgrade Quality Using Three Portable Devices, 88th Transp. Res. Board Annual Meet, (2010) 10–1721.
[3] ASTM Standard E2583, Standard Test Method for Measuring Deflections with a Light Weight Deflectometer (LWD)”, Annual Book of Standards, ASTM International, West Conshohocken, PA. (2007).
[4] ASTM Standard E2835, Standard Test Method for Measuring Deflections using a Portable Impulse Plate Load Test Device, Annual Book of Standards, ASTM International, West Conshohocken, PA. (2011).
[5] Bilodeau J. P. and Doré G., Stress distribution experienced under a portable light-weight deflectometer loading plate, International Journal of Pavement Engineering, Taylor & Francis, 15(6)(2014) 564-575.
[6] Burhani A., Correlation study on the falling weight deflectometer and lightweight deflectometer for the local pavement system, MS Thesis, Russ College of Engineering and Technology of Ohio University, (2016).
[7] Commuri S., Zaman M., Beainy F., Singh D., Nazari M., Imran S., Barman M., Pavement Evaluation Using a Portable Lightweight Deflectometer, Technical report, Oklahoma Transportation Center, Midwest City, Oklahoma,2012; accessed from https://rosap.ntl.bts.gov on 04.01.2020.
[8] Fleming P. R., Frost M. W., Lambert J. P., Review of Lightweight Deflectometer for Routine in Situ Assessment of Pavement Material Stiffness, Journal of Transportation Research Board, Transportation Research Record, 2004(1) (2008) 80–87.
[9] Fleming P. R., Frost M. W., Rogers C. D. F., A comparison of devices for measuring stiffness in situ, Proc. Fifth Int. Symp. Unbound Aggregates Roads, UNBAR 5, Nottingham, United Kingdom, (2000) 193–200.
[10] Hoffmann O. J. M., Guzina B. B., Drescher A., Stiffness Estimates Using Portable Deflectometers, Transportation Research Record, Journal of Transportation Research Board, 1869(1)(2007) 59–66.
[11] IRC: 81, Guidelines for the strengthening of flexible road pavements using Benkelman beam deflection technique, Indian Road Congress, New Delhi, India, (1997).
[12] Kavussi A., Yasrobi S., Evaluation of FWD as Potential Quality Control Tool of Pavement Layers, Journal of Civil Engineering and Management, 16(1)(2010) 123–129.
[13] Kavussi A., Rafiei K., Yasrobi S., Evaluation of PFWD as potential quality control tool of pavement layers, Journal of Civil Engineering and Management, 16(1)(2010) 123–129.
[14] Khosravifar S. Standardizing lightweight deflectometer modulus measurements for compaction quality assurance, Maryland department of transportation state flexible pavement administration research report, University of Maryland,(2017).
[15] Lin Y.C., Chen A., Chou C. P., Lin Y.C., Chen A., Temperature Adjustment for Light Weight Deflectometer Application of Evaluating Asphalt Pavement Structural Bearing Capacity, Transportation Research Record, Journal of Transportation Research Board, 2641(1)(2017) 1–16.
[16] Montgomery, Douglas C., Introduction to Statistical Quality Control, Sixth Edition, United States of America,(2009).
[17] Nazzal M. D., Abu-Farsakh M. Y., Alshibli K., Mohammad L., Evaluating the light falling weight deflectometer device for in-situ measurements of elastic modulus of pavement layers, Transportation research record, Transportation research board, National research council, Washington, DC,(2007) 13-22.
[18] Park S. S., Bobet A., Nantung T. E., Correlation between Resilient Modulus (MR) of Soil, Light Weight Deflectometer (LWD), and Falling Weight Deflectometer (FWD), Report No. FHWA/IN/JTRP-2018/08, Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, DOI: 10.5703/1288284316651.
[19] Senseney C., Mooney M., Characterization of Two-Layer Soil System Using a Lightweight Deflectometer with Radial Sensors, Transportation Research Record, Journal of Transportation Research Board, 2186(2186) (2010) 21–28.
[20] Steinert, B. C., Humphery, D. N., Kestler, M. A., Portable falling weight deflectometer study, New England Transportation Consortium, Univ. of Maine, Orono, ME,
(2005); Accessed from www.semanticsscholar.org on 20.01.2020.
[21] Sulewska M. J., Bartnik G., Application of the Light Falling Weight Deflectometer (LFWD) to Test Aggregate Layers on Geosynthetic Base, Procedia Eng. 189(5) 221–226.
[22] Ukponmwan H.N., Ajibade F.B., Evaluation of Techniques for Univariate Normality test using Monte Carlo Simulation, American Journal of Theoretical and Applied Sciences,(2017)6(5-1),51-61.
[23] Vennapusa P. K. R., White D. J., Comparison of lightweight deflectometer measurements for pavement foundation materials, Geotech. Test Journal,.32(3)(2007) 239–25.
[24] AE. Prakash Kumar Makwana, Dr. Rakesh Kumar Correlative Study of LWD, DCP and CBR for sub-grade"International Journal of Engineering Trends and Technology 67(9)(2019) 89-98.