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Pavement Damage Functions for Cost Allocation: Executive Summary

J. B. Rauhut / R. L. Lytton / M. I. Darter

Pavement damage functions were developed for both flexible and rigid pavement distresses that were considered significant as generators of major repair or rehabilitation. These damage functions were then used to develop load equivalence factors for each of these significant distresses. The result of this is a family of damage functions or distress models for broad application for pavement management and other uses as well as for cost allocations. A computer program called program DAMAGE was developed to use these damage functions in the calculation of load equivalence factors, and the distribution of the various types of damage to specific axle load classes. This Executive Summary briefly describes the study and its results.

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Pavement Damage Functions for Cost Allocation: Executive Summary

J. B. Rauhut / R. L. Lytton / M. I. Darter

Pavement damage functions were developed for both flexible and rigid pavement distresses that were considered significant as generators of major repair or rehabilitation. These damage functions were then used to develop load equivalence factors for each of these significant distresses. The result of this is a family of damage functions or distress models for broad application for pavement management and other uses as well as for cost allocations. A computer program called program DAMAGE was developed to use these damage functions in the calculation of load equivalence factors, and the distribution of the various types of damage to specific axle load classes. This Executive Summary briefly describes the study and its results.

Pavement Damage Functions for Cost Allocation: Executive Summary

J. B. Rauhut / R. L. Lytton / M. I. Darter

Pavement damage functions were developed for both flexible and rigid pavement distresses that were considered significant as generators of major repair or rehabilitation. These damage functions were then used to develop load equivalence factors for each of these significant distresses. The result of this is a family of damage functions or distress models for broad application for pavement management and other uses as well as for cost allocations. A computer program called program DAMAGE was developed to use these damage functions in the calculation of load equivalence factors, and the distribution of the various types of damage to specific axle load classes. This Executive Summary briefly describes the study and its results.

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Title:

Pavement Damage Functions for Cost Allocation: Executive Summary

Contributors:

J. B. Rauhut (author) / R. L. Lytton (author) / M. I. Darter (author)

Publication date:

1984

Size:

39 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Highway Engineering , Pavements , Maintenance management , Flexible pavements , Concrete pavements , Damage , Mathematical models , Cost estimates , Allocations , Loads(Forces) , Environments , Axles , Performance , DAMAGE computer program , Computer applications

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