TECHNICAL PAPERS
Jan 1, 1986

Track Quality Index for High Speed Track

Publication: Journal of Transportation Engineering
Volume 112, Issue 1

Abstract

Railroads have long faced the problem of formulating an objective measure of track quality, termed a Track Quality Index (TQI). However, the industry has yet to formulate a standardized TQI. The Federal Railroad Administration has mandated track safety standards. These could be interpreted as the lower bound of track condition, with track design standards representing the upper bound. A Track Quality Index addresses the condition of track between these bounds. Since track geometry serves as the forcing function on a free rolling rail car, it is the logical basis for formulating a TQI. Another advantage of track geometry is its ability to be automatically measured and recorded at high speeds. Research has shown that track geometry can be represented as a periodically modulated random process. In good quality, i.e., high speed track, a significant percentage of the maintenance performed is directed towards the deterministic components. It is therefore essential to include these in a TQI for high speed track.

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References

1.
Bing, A., and Gross, A., “Development of a Track Quality Index,” presented at the annual meeting of the Transportation Research Board, Jan., 1983, Washington, DC.
2.
Bradley, K., et al., Acquisition and Use of Track Geometry Data in Maintenance of Way Planning, Technical Report FRA‐ORDED‐75‐27, NTIS: PB‐24 1196/AS, Mar., 1975.
3.
Corbin, J., Statistical Representation of Track Geometry, Vol. I and II, USDOT Report No. FRA‐ORD‐80‐22‐2, Mar., 1980.
4.
Corbin, J., and Fazio, A., “Development of Performanced Based Track Quality Indices,” Transportation Research Board Record No. 802, 1980, Washington, DC.
5.
Dimasi, F., and Weinstock, H., “A Parametric Study to Relate Railcar Speed to Permissible Combinations of Track Geometry Deviations,” Measurement and Control Journal of ASME, Vol. 100, Dec., 1978, pp. 252–259.
6.
FRA Track Safety Standards, Congressional Record, 1971.
7.
Hamid, A., et al., Analytical Description of Dynamically Severe Track Geometry, FRA Report No. RTE‐80‐10, Oct., 1979.
8.
Rinehart, A. E., “Locomotive Response to Random Track Surface Irregularities,” Proceedings of the ASME, 78‐WA/RT‐12, Dec., 1978.
9.
Tsien, H. S., Engineering Cybernetics, McGraw‐Hill, New York, NY, 1954.
10.
Tuve, R. F., “An Application of Track Geometry Data to Track Maintenance Planning on the Southern Railway,” presented at 59th Annual Meeting of Transportation Research Board, Washington, DC, Jan., 1980.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 112Issue 1January 1986
Pages: 46 - 61

History

Published online: Jan 1, 1986
Published in print: Jan 1986

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Authors

Affiliations

Alfred E. Fazio
Asst. General Superintendent‐Track, New York City Transit Authority, Brooklyn, NY; formerly Staff Engr., Amtrak, Pennsylvania Sta., New York, NY
J. L. Corbin
Pres., BRM Technologies, McLean, VA

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