Data Requirements for Long-term Monitoring of Pavements as a Basis for Development of Multiple Regression Relationships

Data Requirements for Long-term Monitoring of Pavements as a Basis for Development of Multiple Regression Relationships
Title Data Requirements for Long-term Monitoring of Pavements as a Basis for Development of Multiple Regression Relationships PDF eBook
Author J. Brent Rauhut
Publisher
Pages 39
Release 1981
Genre Pavements
ISBN

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Data Requirements for Long-term Monitoring of Pavements as a Basis for Development of Improved Damage Functions

Data Requirements for Long-term Monitoring of Pavements as a Basis for Development of Improved Damage Functions
Title Data Requirements for Long-term Monitoring of Pavements as a Basis for Development of Improved Damage Functions PDF eBook
Author J. Brent Rauhut
Publisher
Pages 53
Release 1981
Genre Pavements
ISBN

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Recent Transportation Literature for Planning and Engineering Librarians

Recent Transportation Literature for Planning and Engineering Librarians
Title Recent Transportation Literature for Planning and Engineering Librarians PDF eBook
Author University of California, Berkeley. Institute of Transportation Studies. Library
Publisher
Pages 62
Release 1982
Genre Transportation
ISBN

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Windshield Surveys of Highway Condition

Windshield Surveys of Highway Condition
Title Windshield Surveys of Highway Condition PDF eBook
Author John J. Shufon
Publisher
Pages 36
Release 1982
Genre Pavements
ISBN

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Transportation Research News

Transportation Research News
Title Transportation Research News PDF eBook
Author
Publisher
Pages 320
Release 1981
Genre Transportation
ISBN

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Long-term Pavement Monitoring Program

Long-term Pavement Monitoring Program
Title Long-term Pavement Monitoring Program PDF eBook
Author Robert L. Lytton
Publisher
Pages 206
Release 1984
Genre Pavements
ISBN

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"Long-term monitoring efforts have been carried on for a number of years at state and national level and have been generally accepted. However, the shape that it takes in the future will depend very largely upon the decisions that are made in this Workshop concerning the following very basic issues: (1) What questions related to the financing management of the nation's highways need to be answered and can only be answered with a continuing data monitoring effort? (2) What data need to be collected and evaluated in order to answer these questions? (3) What is the best way to collect and evaluate these data in order to answer a number of basic and important questions? The deterioration of the highway infrastructure and the consequent need to use tax dollars wisely to maintain, rehabilitate, and reconstruct the highway system have presented the highway community, the state and national governments with basic policy and technical questions to which, at present, there are only tentative or intuitive answers. Rehabilitated or reconstructed pavements are more difficult to design and construct properly than are new pavements. The composition of the vehicle fleet and vehicle loading distributions, the construction of tires, and the magnitude and distribution of tire pressures are changing rapidly and are expected to have a significant impact on the rate of highway deterioration. There is a growing recognition of the importance of climatic influences on the rate of pavement deterioration. All of these changes have created a dynamic situation for policy-makers who are attempting to determine cost responsibilities for different highway users and to define equitable means of apportioning the funds that are available for preserving our nation's highway network"--Technical report documentation p.

Longterm pavement performance information management system pavement performance database user reference guide

Longterm pavement performance information management system pavement performance database user reference guide
Title Longterm pavement performance information management system pavement performance database user reference guide PDF eBook
Author
Publisher DIANE Publishing
Pages 172
Release
Genre
ISBN 1428995234

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