TECHNICAL PAPERS
Sep 1, 1996

New Approach to Roadway Performance Indices

Publication: Journal of Transportation Engineering
Volume 122, Issue 5

Abstract

In 1964, Carey and Irick defined the present serviceability index (PSI) by assuming that the PSI can be expressed on a scale of 0 to 5 as the sum of a logarithmic function of slope variance, a quadratic function of mean rut depth, a square root function of cracks and patches, and a random error term using the American Association of State Highway Officials (AASHO) road test data. These functional forms have been used widely although they yield intercept values for PSI over 5 and some other nonphysical results for both rigid and flexible pavements; similar difficulties appear in the work of others performed over the years since then. To resolve these difficulties, we propose a new methodology dealing with the test data by applying Fechner's psychophysical law. It is found that the AASHO road test data, road test data obtained in Texas, road test data from Canada, and data from the international road roughness experiment are organized well by the simple summation of logarithmic terms of roadway characteristic variables. The methodology can be further applied to handle similar types of road test data.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Argue, G. H. (1971). “A Canadian evaluation study of road meters.”Hwy. Res. Board, Special Rep., Vol. 133, Hwy. Res. Board, Washington, D.C., 41–48.
2.
Brokaw, M. P. (1971). “Development of the PCA road meter: a rapid method for measuring slope variance.”Hwy. Res. Board, Special Rep., Vol. 133, Hwy. Res. Board, Washington, D.C., 77–90.
3.
Carey Jr, W. N., and Irick, P. E. (1964). “The pavement serviceability performance concept.”Hwy. Res. Bull., Vol. 250, Hwy. Res. Board, Washington, D.C., 40–58.
4.
Carey Jr, W. N., Huckins, H. C., and Leathers, R. C. (1962). “Slope variance as a measure of roughness and the CHOLE profilometer.”Hwy. Res. Board, Special Rep., Vol. 73, Hwy. Res. Board, Washington, D.C., 126–135.
5.
Chong, C. J., and Phang, W. A. (1971). “PCA road meter measuring road roughness at 50 mph.”Hwy. Res. Board, Special Rep., Vol. 133, Hwy. Res. Board, Washington, D.C., 51–65.
6.
Clark, M. F. (1971). “Road meter output and its correlation with panel ratings in Saskatchewan.”Hwy. Res. Board, Special Rep., Vol. 133, Hwy. Res. Board, Washington, D.C., 77–90.
7.
Fechner, G. (1966). Elements of psychophysics . Holt, Rinehart, and Winston Inc., New York, N.Y.
8.
Haas, R. C. G., and Hudson, W. R. (1971). “A modification of the AASHO road test serviceability index formula.”Hwy. Res. Board, Special Rep., Vol. 116, Hwy. Res. Board, Washington, D.C., 92–111.
9.
Haas, R. C. G., Hudson, W. R., and Zaniewski, J. (1994). Modern pavement management . Krieger Publishing Co., Malaba, Fl.
10.
Hutchinson, B. G. (1964). “Principles of subjective rating scale construction.”Hwy. Res. Board, Res. Rec., Vol. 46, Hwy. Res. Board, Washington, D.C., 60–70.
11.
Lu, J., Bertrand, C., and Hudson, W. R. (1991). “Evaluation and implementation of the roughness measuring subsystem of the ARAN unit.”Ctr. of Transp. Res. Rep. No. CTR-1223-1, Univ. of Texas at Austin, Austin, Tex.
12.
Sayer, M. W., Gillespie, T. D., and Queiroz, C. A. V. (1986). “The international road roughness experiment.”World Bank Tech. Rep., Vol. 45, World Bank, Washington, D.C.
13.
Scrivner, F. H., and Hudson, W. R. (1964). “The importance of rational and compatible pavement performance evaluation.”Hwy. Res. Board, Res. Rec., Vol. 46, Hwy. Res. Board, Washington, D.C., 71–87.
14.
Stevens, S.(1959). “Cross-modality validation of subjective scales for loudness, vibration, and electric shock.”J. Experimental Psychology, 57(4), 201–218.
15.
Stevens, S.(1946). “On the theory of scale and measurement.”Sci., 103(2684), 667–680.
16.
Yoder, E. J., and Witczak, M. W. (1975). Principles of pavement design . John Wiley and Sons, Inc., New York, N.Y.
17.
Zhang, Z., Singh, N., and Hudson, W. R.(1993). “Comprehensive ranking index for flexible pavement using fuzzy sets model.”Transp. Res. Rec., 1397, 96–102.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 122Issue 5September 1996
Pages: 329 - 336

History

Published online: Sep 1, 1996
Published in print: Sep 1996

Permissions

Request permissions for this article.

Authors

Affiliations

Chiu Liu
Res. Engrg./Sci. Asst., Dept. of Civ. Engrg., Univ. of Texas at Austin, TX 78712.
Robert Herman
L. P. Gilvin Centennial Prof. Emeritus, Dept. of Civ. Engrg., Univ. of Texas at Austin, TX.

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share