A Performance Evaluation of Existing Plain and Concrete Pavements in Wisconsin

A Performance Evaluation of Existing Plain and Concrete Pavements in Wisconsin
Title A Performance Evaluation of Existing Plain and Concrete Pavements in Wisconsin PDF eBook
Author Wisconsin. Department of Transportation
Publisher
Pages 126
Release 1976
Genre Pavements
ISBN

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Federally Coordinated Program of Highway Research, Development and Technology

Federally Coordinated Program of Highway Research, Development and Technology
Title Federally Coordinated Program of Highway Research, Development and Technology PDF eBook
Author
Publisher
Pages 776
Release 1984
Genre
ISBN

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Development and Implementation of a Performance-related Specification for a Jointed Plain Concrete Pavement--I-39/90/94 Madison, Wisconsin

Development and Implementation of a Performance-related Specification for a Jointed Plain Concrete Pavement--I-39/90/94 Madison, Wisconsin
Title Development and Implementation of a Performance-related Specification for a Jointed Plain Concrete Pavement--I-39/90/94 Madison, Wisconsin PDF eBook
Author S. P. Rao
Publisher
Pages 302
Release 2007
Genre Pavements, Concrete
ISBN

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The primary objective of this study was to develop, implement, and evaluate a Level 1 performance-related specification (PRS) for the construction of a jointed plain concrete (JPC) pavement in the State of Wisconsin. The research entailed a thorough evaluation of the construction quality levels achieved on recent Wisconsin JPC projects and the formulation of a Level 1 PRS using the results of the quality evaluation and defined Wisconsin Department of Transportation (WisDOT) pavement practices as a basis. Feedback from WisDOT and the contractor indicated that this first PRS implementation in Wisconsin was successful, particularly with respect to the layouts of lots and sublots. Several suggestions were received to improve and streamline the PRS process.

Performance of Shoulders Adjacent to Concrete Pavements

Performance of Shoulders Adjacent to Concrete Pavements
Title Performance of Shoulders Adjacent to Concrete Pavements PDF eBook
Author Samuel Owusu-Ababio
Publisher
Pages 214
Release 2003
Genre Pavements
ISBN

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Performance of Concrete Pavements

Performance of Concrete Pavements
Title Performance of Concrete Pavements PDF eBook
Author
Publisher
Pages 340
Release 1998
Genre Pavements
ISBN

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Performance of Jointed Concrete Pavements: Appendix B. Data collection and analysis procedures

Performance of Jointed Concrete Pavements: Appendix B. Data collection and analysis procedures
Title Performance of Jointed Concrete Pavements: Appendix B. Data collection and analysis procedures PDF eBook
Author
Publisher
Pages 170
Release 1990
Genre Pavements, Concrete
ISBN

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Significant Findings from Full-scale Accelerated Pavement Testing

Significant Findings from Full-scale Accelerated Pavement Testing
Title Significant Findings from Full-scale Accelerated Pavement Testing PDF eBook
Author Wynand JvdM. Steyn
Publisher Transportation Research Board
Pages 257
Release 2012
Genre Technology & Engineering
ISBN 0309223660

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"TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 433: Significant Findings from Full-Scale Accelerated Pavement Testing documents and summarizes significant findings from the various experimental activities associated with full-scale accelerated pavement testing (f-sAPT) programs that have taken place between 2000 and 2011. The report also identifies gaps in knowledge related to f-sAPT and where future research may be needed. NCHRP Synthesis 433 is designed to expand the f-sAPT base of knowledge documented in NCHRP Syntheses 325 and 235, both with the same title of Significant Findings from Full-Scale Accelerated Pavement Testing. f-sAPT is the controlled application of a wheel loading, at or above the appropriate legal load limit, to a pavement system to determine pavement response in a compressed time period. The acceleration of damage is achieved by one or more of the following factors: increased repetitions, modified loading conditions, imposed climatic conditions, and thinner pavements with a decreased structural capacity which have shorter design lives"--