TECHNICAL PAPERS
Sep 1, 1994

Effect of Testing Variability on Contractor Payment for Asphalt Pavements

Publication: Journal of Construction Engineering and Management
Volume 120, Issue 3

Abstract

Acceptance of asphalt pavements on a lot basis depends on how well the material conforms to specified quality characteristics. If a lot does not fall within the specified tolerance limits for a given characteristic, the contractor payment for that lot may be adjusted according to a predetermined payment schedule. This study evaluated the effect on contractor payment of the variability of the test method. Payment factors based on selected state highway agency specifications, typical of the most commonly used types of acceptance plans, were estimated using simulation techniques. The results were illustrated by plotting the operating characteristics (OC) in terms of expected payment. The OC plots show that the contractor can receive reduced payment even when there is no material variability and the process mean is on target. This reduction was due to the relatively large magnitude of the testing variability as compared with the tolerance range specified in the simulated acceptance plans. The simulation routine developed to estimate contractor payment can, with suitable modifications, be used for any acceptance plan.

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References

1.
Cominsky, R. J., and Kandhal, P. S. (1982). “Statistical acceptance of bituminous paving mixtures.” Research Project 79‐28, Office of Res. and Special Studies, Commonwealth of Pennsylvania Dept. of Transp., Harrisburg, Pa.
2.
Dunning, R. L. (1986). “Traps for contractors in statistical specifications in asphalt technology.” Proc. Assoc. of Asphalt Paving Technologists, Association of Asphalt Paving Technologists, Vol. 56, 33–56.
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Fromm, H. J. (1978). “A statistical evaluation of sampling methods and bituminous concrete compaction.” Proc. Assoc. of Asphalt Paving Technologists, 47, 372–397.
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Moore, R. M., Mahony, J. P., Hicks, R. G., and Wilson, J. E. (1981). “Overview of pay‐adjustment factors for asphalt concrete mixtures.” Transp. Res. Record 821. Transportation Research Board, Washington, D.C., 49–56.
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Nnaji, S., Burati, J. L. Jr., and Tarakji, M. G. (1984). “Field validation of statistically based acceptance plan for bituminous airport pavements.” Rep. No. DOT/FAA/PM‐84/12,IV, Federal Aviation Administration, Washington, D.C.
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Rubinstein, R. Y. (1981). Simulation and the Monte Carlo Method, John Wiley and Sons, New York, N.Y.
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Information & Authors

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 120Issue 3September 1994
Pages: 579 - 592

History

Received: Jul 27, 1992
Published online: Sep 1, 1994
Published in print: Sep 1994

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Authors

Affiliations

Serji N. Amirkhanian, Member, ASCE
Asst. Prof., Civ. Engrg. Dept., Clemson Univ., Clemson, SC 29634‐0911
James L. Burati, Jr., Member, ASCE
Prof., Civ. Engrg. Dept., Clemson Univ., Clemson, SC
Harish C. Mirchandani
Proj. Mgr., Moseman Constr., 3527 East‐West Hwy., Hyattsville, MD 20782

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