Technical Papers
Jul 1, 1987

Pavement Condition Data Analysis

Publication: Journal of Transportation Engineering
Volume 113, Issue 4

Abstract

This paper describes a computer methodology for analyzing pavement condition data to define inputs for pavement management systems. This system of programs was developed during a Federal Highway Administration research project. In the project, eight state highway departments were studied to determine the types of pavement condition data collected, procedures used for collecting data, the inputs to the states' pavement management systems, and computer programs used by the states to analyze raw pavement condition data. Several of the programs were assembled into the Method for Analyzing Pavement Condition, MAPCON, during a project performed at Pennsylvania State University. These and other existing or new programs (a total of 18) were identified, tested, modified, and incorporated onto a MS/DOS microcomputer system. MAPCON guides the user through selection of analysis method, raw data entry, and data analysis. The path taken by MAPCON is determined by user interaction. The types of data analyzed by MAPCON include safety, serviceability, structural capacity, surface condition, or a combination of the latter three.

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References

1.
Carey, W. N., and Irick, P. E., “The Pavement Serviceability Performance Concept,” HRB Bulletin 250, Transportation Research Board, Washington, D.C., 960.
2.
Carmichael, R. F., Seeds, S. B., Hudson, W. R., and Zaniewski, J. P., “Pavement Performance Model Development Volume 3, Program Documentation Manual,” ARE, Inc. research report prepared for Federal Highway Administration, Washington, D.C., 1984.
3.
Gillespie, T. D., Sayers, M. W., and Segel, L., “Calibration of Response‐Type Road Roughness Measuring Systems,” NCHRP Report 228, Transportation Research Board, NW, Washington, D.C., 1980.
4.
“Guide for the Evaluation of Human Exposure to Whole‐Body Vibrations,” International Standard ISO 2631, 2nd ed., 1978‐01‐15, No. ISO 2631‐1978 (E).
5.
Hudson, S. W., Harvey, J. T., Hudson, W. R., and Barnes, C. D., “Procedures for the Evaluation of Pavement Condition Data, Volume III—MAPCON Operations and Maintenance Manual,” Report No. RD‐86/070, Federal Highway Administration, Washington, D.C., 1986.
6.
Hudson, S. W., Harvey, J. T., Hudson, W. R., and Zaniewski, J. P., “MAPCON User's Manual,” Report No. RD‐86/069, Federal Highway Administration, Washington, D.C., 1986.
7.
Hudson, S. W., Hudson, W. R., Zaniewski, J. P., and Harvey, J. T., “Procedures for the Analysis of Pavement Condition Data, Volume 1—Project Summary Report,” Report No. RD‐86/068, Federal Highway Administration, Washington, D.C., 1986.
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Janoff, M. S., Nick, J. B., Davit, P. S., and Hayhoe, G. F., “Pavement Roughness and Rideability,” NCHRP Report 275, Transportation Research Board, Washington, D.C., 1985.
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Massuco, J., Development of the California Pavement Management System, Summary Report, Federal Highway Administration, Region 9 Headquarters, San Francisco, Calif. (undated).
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Richards, L. G., Jacobson, I. D., and Pepler, R. D., “Ride Quality Models for Diverse Transportation Systems,” Transportation Research Record 774, 1980, pp. 39–45.
11.
Roberts, F. L., and Hudson, W. R., “Pavement Serviceability Equations Using the Surface Dynamics Profilometer,” Research Report 73‐3, Center for Highway Research, University of Texas at Austin, Austin, Tex., 1970.
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Shahin, M. Y., and Kohn, S. D., “Development of a Pavement Condition Rating Procedure for Roads, Streets, and Parking Lots—Volume I: Condition Rating Procedure,” Technical Report M‐268, Construction Engineering Research Laboratory, United States Army Corps of Engineers, Urbana, Ill., 1979.
13.
Shahin, M. Y., and Kohn, S. D., “Development of a Pavement Condition Rating Procedure for Roads, Streets, and Parking Lots—Volume II: Distress Identification Manual,” Technical Report M‐268, Construction Engineering Research Laboratory, United States Army Corps of Engineers, Urbana, Ill., 1979.
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Systematic Technique to Analyze and Manage Pennsylvania Pavements, Pennsylvania Department of Transportation, Harrisburg, Pa. (undated).
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Walker, R. S., and Hudson, W. R., “Use of Profile Wave Amplitude Estimates for Pavement Serviceability Measures,” Highway Research Record 471, 1973, pp. 110–117.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 113Issue 4July 1987
Pages: 413 - 421

History

Published online: Jul 1, 1987
Published in print: Jul 1987

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Authors

Affiliations

John P. Zaniewski, M. ASCE
Asst. Prof. of Civ. Engrg., Arizona State Univ., Tempe, AZ 85287
Stuart W. Hudson
Res. Engr., ARE Inc.—Engrg. Consultants, 2600 Dellana Ln., Austin, TX 78746
W. Ronald Hudson, M. ASCE
Prof. of Civ. Engrg., Univ. of Texas, Austin, TX, and Consultant, ARE Inc.—Engrg. Consultants, 2600 Dellana Ln., Austin, TX 78746

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