Author: James M. Parry
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 48

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Author: Stephen F. Shober
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 68

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Author: Wisconsin. Department of Transportation
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 126

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Author: Hui Li
Publisher:
ISBN:
Category : Dowels
Languages : en
Pages : 171

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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.

Author: U.s. Department of Transportation
Publisher: Createspace Independent Publishing Platform
ISBN: 9781724239921
Category :
Languages : en
Pages : 164

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Design and evaluation of jointed plain concrete pavement with fiber reinforced polymer dowels /

Author: Mahmoud Rasoulian
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 86

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Author: Y. Jane Jiang
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 193

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The SPS-2 experiment, "Strategic Study of Structural Factors for Jointed Plain Concrete Pavements (JPCP)," is one of the key components of the Long Term Pavement Performance (LTPP) program. The main objective of this experiment is to determine the relative influence and long-term effectiveness of JPCP design features (including slab thickness, portland cement concrete flexural strength, base type and drainage, and slab width) and site conditions (traffic, subgrade type, climate) on performance. This report documents the first comprehensive review and evaluation of the SPS-2 experiment

Author: Mang Tia
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 215

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Book Description
The Mechanistic-Empirical Pavement Design Guide (MEPDG) Version 1.1 model was used to analyze the performance of three typical concrete pavement designs in Florida to evaluate their suitability for use as long-life concrete pavements and the effects of various design parameters on their performance. Concrete slab thickness, concrete flexural strength, and the aggregate used in the concrete were found to be the three most significant factors affecting the predicted performance of the pavement evaluated. The type of base material and the stiffness of the base material appear to have no significant effect on the predicted performance. The Long-Term Pavement Performance (LTTP) database was used to evaluate the effects of various factors on the performance of Jointed Plain Concrete Pavements (JPCP). Critical stress analysis was also performed on the selected LTPP JPCP selections to determine the maximum stress in the concrete slab under a critical load and temperature condition.

Author: Daniel P. Johnston
Publisher:
ISBN:
Category : Pavements, Concrete
Languages : en
Pages : 20

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