Performance Assessment Of Wisconsin S Whitetopping And Ultra Thin Whitetopping Projects
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Performance Assessment Of Wisconsin S Whitetopping And Ultra Thin Whitetopping Projects
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Author : Haifang Wen
language : en
Publisher:
Release Date : 2010
Performance Assessment Of Wisconsin S Whitetopping And Ultra Thin Whitetopping Projects written by Haifang Wen and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010 with Pavements categories.
Wisdot Research Program
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Author :
language : en
Publisher:
Release Date : 2010
Wisdot Research Program written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010 with Highway research categories.
Thin And Ultra Thin Whitetopping
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Author : Robert Otto Rasmussen
language : en
Publisher: Transportation Research Board
Release Date : 2004
Thin And Ultra Thin Whitetopping written by Robert Otto Rasmussen and has been published by Transportation Research Board this book supported file pdf, txt, epub, kindle and other format this book has been release on 2004 with Pavements categories.
TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 338: Thin and Ultra-Thin Whitetopping summarizes available information to document how state departments of transportation and others are currently using thin and ultra-thin whitetopping overlays among various pavement rehabilitation alternatives. The report covers all stages of the proper application of whitetopping overlays, including project selection, design, materials selection, construction, maintenance, and eventual rehabilitation or replacement.
Public Roads
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Author :
language : en
Publisher:
Release Date : 2003
Public Roads written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2003 with Highway research categories.
High Performance Concrete Pavements
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Author :
language : en
Publisher:
Release Date : 2002
High Performance Concrete Pavements written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2002 with Government publications categories.
Cost Effective Rut Repair Methods
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Author : Robert L. McHattie
language : en
Publisher:
Release Date : 2001
Cost Effective Rut Repair Methods written by Robert L. McHattie and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2001 with Pavements categories.
Summary Of Performance And Cost Of Ohio Ultra Thin Whitetopping Projects
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Author : W. H. Fair
language : en
Publisher:
Release Date : 2000
Summary Of Performance And Cost Of Ohio Ultra Thin Whitetopping Projects written by W. H. Fair and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2000 with Pavements, Concrete categories.
Performance Analysis And Repair Of Ultra Thin And Thin Whitetopping At Mn Road
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Author :
language : en
Publisher:
Release Date : 2002*
Performance Analysis And Repair Of Ultra Thin And Thin Whitetopping At Mn Road written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2002* with Pavements categories.
Construction And Performance Of Ultra Thin Whitetopping In Kansas
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Author : Nicoleta Ileana Dumitru
language : en
Publisher:
Release Date : 2005
Construction And Performance Of Ultra Thin Whitetopping In Kansas written by Nicoleta Ileana Dumitru and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2005 with Pavements categories.
A suburban city street in Kansas was rehabilitated with a 50 mm (2 in.) Portland Cement Concrete (PCC) thin overlay, commonly known as ultra-thin whitetopping (UTW). The construction and performance of this UTW project have been described in this report. The project, constructed in the Spring of 1995, incorporated the following design features: 0.9 m x 0.9 m (3 ft x 3 ft) panels versus 1.2 m x 1.2 m (4 ft x 4 ft) panels, plain versus fiber reinforced concrete, and sealed versus unsealed joints. The project has performed fairly well to date although some test sections needed periodic maintenance and all of the test sections except two have been overlaid as of October 2001. Experience on this project shows that the UTW overlay can be easily built with conventional equipment and locally available materials. UTW also permits a skid-resistant finish to be applied. Excellent smoothness can also be obtained although the slab thickness is very small. Corner cracking appears to be the most dominant distress type, though it was observed that bond existed between the concrete and the asphalt layers even for the cracked panels. The bond appeared to degrade with time. Joint spacing has a significant effect on performance. The sections with smaller joint spacing appeared to perform better. The performance of the sections with fibers in concrete was inconclusive. Also, joint sealing did not appear to affect the performance.
Performance Of Ultra Thin Whitetopping Utw In Oklahoma
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Author : Tyler Ley
language : en
Publisher:
Release Date : 2010
Performance Of Ultra Thin Whitetopping Utw In Oklahoma written by Tyler Ley and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2010 with Pavements categories.
With the current level of deterioration of pavements in Oklahoma and the United States a satisfactory repair technique that is economical and can be applied rapidly whlie resisting a significant volume of traffic is becoming important. Thin concrete overlays have been used in increasing numbers over hot-mix asphalt (HMA) pavements and at intersections as a rapid and economical method of repair. These repairs have shown outstanding service in the state of Oklahoma with service lives over 10 yeras when used in areas with moderate truck traffic. These overlays are commonly referred to as white toppings as the overlay material is much lighter than the asphalt it is overlaying. / This report is organized in three major sections. In section 2 the current condition of whitetopping projects is reviewed in Oklahoma. The inspection of these projects was primarily done with visual inspection, but some work was done with cores from the projects and also with Falling Weight Deflectrometer (FWD) measurements. In section 3 a review of the different whitetopping design methodologies is presented. In section 4 specific unanswered questions over whitetoppings are covered that the Oklahoma DOT felt were important to address from the existing literature.