Improved Prediction Models for PCC Pavement Performance-related Specifications: Final report

Improved Prediction Models for PCC Pavement Performance-related Specifications: Final report PDF Author:
Publisher:
ISBN:
Category : PaveSpec 3.0 (Computer file)
Languages : en
Pages : 228

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Book Description
"The current performance-related specifications (PRS) methodology has been under development by the Federal Highway Administration (FHWA) for several years and has now reached a level at which it can be implemented by State highway agencies. PRS for highway pavements depend heavily on performance prediction models to determine the impact of varying levels of construction quality. This study focused on the improvement of the key distress and smoothness prediction models used in the PRS for jointed plain concrete pavement (JPCP). Performance models for transverse joint faulting, transverse slab cracking, transverse joint spalling, and smoothness (International Roughness Index [MI]) were evaluated and then improved substantially. This was accomplished using a comprehensive national database of JPCP performance data, along with sound statistical and engineering techniques. Performance model calibration guidelines were also developed so that a State cari calibrate any of these models specifically to its pavement performance data. The PaveSpec PRS demonstration software was upgraded to Version 3.0 under this study. Some of the specific improvements incorporated in PaveSpec 3.0 include: 1) incorporation ofyim proved distress indicator models, as well as the ability to calibrate or modify the default models, 2) sensitivity analysis capabilities, 3) expected pay charts, and 4) online help. Appendix A of this report contains a complete updated PaveSpec User's Guide"--Technical report documentation page

Improved Prediction Models for PCC Pavement Performance-related Specifications: Final report

Improved Prediction Models for PCC Pavement Performance-related Specifications: Final report PDF Author:
Publisher:
ISBN:
Category : PaveSpec 3.0 (Computer file)
Languages : en
Pages : 228

Get Book Here

Book Description
"The current performance-related specifications (PRS) methodology has been under development by the Federal Highway Administration (FHWA) for several years and has now reached a level at which it can be implemented by State highway agencies. PRS for highway pavements depend heavily on performance prediction models to determine the impact of varying levels of construction quality. This study focused on the improvement of the key distress and smoothness prediction models used in the PRS for jointed plain concrete pavement (JPCP). Performance models for transverse joint faulting, transverse slab cracking, transverse joint spalling, and smoothness (International Roughness Index [MI]) were evaluated and then improved substantially. This was accomplished using a comprehensive national database of JPCP performance data, along with sound statistical and engineering techniques. Performance model calibration guidelines were also developed so that a State cari calibrate any of these models specifically to its pavement performance data. The PaveSpec PRS demonstration software was upgraded to Version 3.0 under this study. Some of the specific improvements incorporated in PaveSpec 3.0 include: 1) incorporation ofyim proved distress indicator models, as well as the ability to calibrate or modify the default models, 2) sensitivity analysis capabilities, 3) expected pay charts, and 4) online help. Appendix A of this report contains a complete updated PaveSpec User's Guide"--Technical report documentation page

Improved Prediction Models for PCC Pavement Performance-related Specifications

Improved Prediction Models for PCC Pavement Performance-related Specifications PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 205

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Book Description


Improved Prediction Models for PCC Pavement Performance-related Specifications

Improved Prediction Models for PCC Pavement Performance-related Specifications PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 113

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Book Description


Improved prediction models for PCC pavement performance-related specifications

Improved prediction models for PCC pavement performance-related specifications PDF Author: Todd E. Hoerner
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages :

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Book Description


Improved Prediction Models for PCC Pavement Performance-related Specifications

Improved Prediction Models for PCC Pavement Performance-related Specifications PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 113

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Book Description


Improved Prediction Models for PCC Pavement Performance-related Specifications: PaveSpec 3.0 user's guide

Improved Prediction Models for PCC Pavement Performance-related Specifications: PaveSpec 3.0 user's guide PDF Author:
Publisher:
ISBN:
Category : PaveSpec 3.0 (Computer file)
Languages : en
Pages :

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Book Description


Improved Prediction Models for PCC Pavement Performance-related Specifications

Improved Prediction Models for PCC Pavement Performance-related Specifications PDF Author: T. E. Hoerner
Publisher:
ISBN:
Category : PaveSpec 3.0 (Computer file)
Languages : en
Pages : 114

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Book Description
The current performance-related specifications (PRS) methodology has been under development by the Federal Highway Administration (FHWA) for several years and has now reached a level at which it can be implemented by State highway agencies. PRS for highway pavements depend heavily on performance prediction models to determine the impact of varying levels of construction quality. This study focused on the improvement of the key distress and smoothness prediction models used in the PRS for jointed plain concrete pavement (JPCP). Performance models for transverse joint faulting, transverse slab cracking, transverse joint spalling, and smoothness [International Roughness Index (IRI)] were evaluated and them improved substantially. This was accomplished using a comprehensive national database of JPCP performance data, along with sound statistical and engineering techniques. Performance model calibration guidelines were also developed so that a State can calibrate any of these models specifically to its pavement performance data. This volume, Volume II (Appendix A), contains a complete updated PaveSpec User's Guide.

Improved Prediction Models for PCC Pavement Performance-related Specifications

Improved Prediction Models for PCC Pavement Performance-related Specifications PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 113

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Book Description


Improved Prediction Models For PCC Improvement Performance-Related Specifications, Volume I: Final Report ... Publication No. FHWA-RD-00-130 ... U.S. Department Of Transportation ... December 2000

Improved Prediction Models For PCC Improvement Performance-Related Specifications, Volume I: Final Report ... Publication No. FHWA-RD-00-130 ... U.S. Department Of Transportation ... December 2000 PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :

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Book Description


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 PDF Author: S. P. Rao
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 302

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Book Description
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.