New Nondestructive Pavement Evaluation Method
Publication: Journal of Transportation Engineering
Volume 114, Issue 1
Abstract
Rapid nondestructive evaluation of pavements is needed to help maintain highways and airport runways. A review of current techniques for measuring pavement profile, texture, and deflection under load is conducted. Rapid evaluation of these parameters is needed, due to the high cost of closing highways and runways. The problem of improving the ability of pavement engineers to make these measurements is addressed first by reviewing existing procedures for obtaining these measurements, and then by presenting a new procedure to allow the pavement engineer to measure these three criteria. Currently there are no devices for the absolute measurement of pavement profile. The proposed procedure allows this absolute measurement to be made.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
ASTM. (1979). 1979 Annual Book of ASTM Standards, E 274, Part 15, ASTM, Philadelphia, Pa., 1134–1139.
2.
Baladi, G. Y., and Harr, M. E. (1978). “Non‐destructive pavement evaluation: The deflection beam.” Transp. Res. Rec. 666, Transportation Research Board, National Research Council, Washington, D.C., 19–26.
3.
Beca, Carter, Hollings and Ferner Ltd. (1974). “Pavement evaluation by deflection.” National Roads Board, Wellington, New Zealand.
4.
Boyer, R. E. (1972). Predicting pavement performance using time‐dependent transfer functions, Joint Highway Research Project, Purdue University and Indiana State Highway Commission, West Lafayette, Ind., No. 32.
5.
Classen, A. I., Valkering, C. P., and Dimersch, R. (1976). “Pavement evaluation with the falling weight deflectometer.” Trans., Association of Asphalt Paving Technologists, 45, 127–157.
6.
Cooper, D. R. C. (1974). “Measurement of road surface texture by contactless sensor.” TRRL Laboratory Report 639, Transport and Road Research Laboratory, Crowthorne, Berkshire, England.
7.
Dickerson, R. S., and Mace, D. G. W. (1976). “A high speed profilometer—Preliminary description.” TRRL Supplementary Report 182, Transport and Road Research Laboratory, Crowthorne, Berkshire, England.
8.
Elton, D. J. (1982). “Non‐contact, non‐destructive pavement profile, texture and deflection measurement,” Thesis presented to Purdue University, at West Lafayette, Ind., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
9.
Gee, S. (1978). “Light depolarization as a measure of pavement surface texture: Test program results.” Draft, FHWA‐RD‐78‐42, Federal Highway Administration, Washington, D.C.
10.
Gee, S., King, W. L., Jr., and Hegmon, R. R. (1974). “Pavement texture measurement by laser—A feasibility study.” Surface texture versus skidding: Measurements, frictional aspects and safety features of tire‐pavement interactions, J. G. Rose, ed., ASTM STP 583, ASTM, Philadelphia, Pa., 29–41.
11.
Gillespie, T. D., and Sayers, M., eds. (1985). “Measuring road roughness and its effects on user cost and comfort.” ASTM STP 884, American Society for Testing and Materials, Philadelphia, Pa.
12.
Goodman, H. A. (1970). “Pavement texture measurement from a moving vehicle,” Thesis presented to the Pennsylvania State University, at University Park, Pa., in partial fulfillment of the requirements for the degree of Master of Science.
13.
Harr, M. E., and Ng‐a‐Qui, N. (1977). Noncontact nondestructive determination of pavement deflection under moving loads. FAA‐RD‐77‐127, Federal Aviation Administration, Washington, D.C.
14.
Henry, J. J., Wambold, J. C., and Hiuhua, X. (1984). “Evaluation of pavement texture.” Federal Highway Administration, FHWA‐RD‐84‐016, Oct.
15.
Houbolt, J. C. (1961). “Runway roughness studies in the aeronautical field.” J. Air Transp. Div., ASCE, 87(AT1), 11–31.
16.
Huft, D. L. (1984). “South Dakota profilometer.” Transp. Res. Rec. 1000, Transportation Research Board, National Research Council, Washington, D.C., 1–7.
17.
Joyce, R. P. (1975). “Development of a non‐contact profiling system.” FHWA‐RD‐75‐36, Federal Highway Administration, Washington, D.C.
18.
Kennedy, C. K. (1978). “Pavement deflection: Operating procedures for use in the United Kingdom.” Report No. LR 835, Transport and Road Research Laboratory, Crowthorne, Berkshire, England.
19.
Kezdi, A. (1975). “Pile foundations.” Foundation engineering handbook, H. F. Winterkorn and H.‐Y. Fang, eds., Van Nostrand Reinhold, New York, N.Y., 567.
20.
Konder, R. L., and Krizek, R. J. (1966). “Factors influencing flexible pavement performance.” NCHRP Report 22, Highway Research Board, National Research Council, Washington, D.C.
21.
Kummer, J. W., and Moore, D. F. (1963). “Concept and use of the British portable skid resistance tester.” Rpt. 6, Pennsylvania Dept. of Highways, The Pennsylvania State University Joint Road Friction Program, University Park, Pa.
22.
Ledbetter, R. H. (1976). “Pavement response to aircraft dynamic loads.” U.S. Army Engineers Waterways Experiment Station Technical Report S‐75‐11, Vicksburg, Miss.
23.
McDaniel, D. (1987). “Presentation to TRB Committee A2B06.” Transportation Research Board, Jan., Washington, D.C.
24.
Moore, D. F. (1966). “Prediction of skid resistance gradient and drainage characteristics for pavements.” Highway Res. Rec. 131, Highway Research Board, National Research Council, Washington, D.C., 181–203.
25.
Nichols, F. P. (1963). “Deflections as indicators of flexible pavement performance.” Highway Res. Rec. 13, Highway Research Board, National Research Council, Washington, D.C., 46.
26.
Rose, J. G., Hutchinson, J. W., and Gallaway, B. M. (1973). “Summary and attributes of methods of surface texture measurements.” ASTM Special Technical Publication 530, ASTM, Philadelphia, Pa.
27.
Sayers, M. W., and Gillespie, T. D. (1986). “The Ann Arbor road profllometer meeting.” Federal Highway Administration Rpt. FHWA‐Rd‐86/100, U.S. Department of Transportation, Washington, D.C.
28.
Scrivner, F. H., and Michalak, C. H. (1969). “Flexible pavement performance related to deflections, axle applications, temperature, and foundation movements.” Research Report 32‐13. Texas Transportation Institute, College Station, Tex.
29.
Watugala, G. K., and Hayhoe, G. F. (1985). “Simulation of roadmeters by separate analysis of accelerometer and height sensor data.” Measuring road roughness and its effects on user cost and comfort, ASTM STP 884, T. D. Gillespie and M. Sayers, eds., American Society for Testing and Materials, Philadelphia, Pa., 48–65.
30.
Yoder, E. J. (1973). “Pavement evaluation using roadmeters.” Highway Research Board Special Report, Highway Research Board, National Research Council, Washington, D.C.
31.
Yoder, E. J., and Witczak, M. W. (1975). Principles of pavement design. 2nd ed., John Wiley and Sons, New York, N.Y.
Information & Authors
Information
Published In
Copyright
Copyright © 1988 ASCE.
History
Published online: Jan 1, 1988
Published in print: Jan 1988
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.