Portland Cement Concrete Pavement Over Rubblized PCC

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ISBN 13 :
Total Pages : 82 pages
Book Rating : 4.22/5 ( download)

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Book Synopsis Portland Cement Concrete Pavement Over Rubblized PCC by : James A. Crovetti

Download or read book Portland Cement Concrete Pavement Over Rubblized PCC written by James A. Crovetti and published by . This book was released on 2008 with total page 82 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Rubblization of Portland Cement Concrete Pavements

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ISBN 13 :
Total Pages : pages
Book Rating : 4.21/5 ( download)

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Book Synopsis Rubblization of Portland Cement Concrete Pavements by : National Research Council (U.S.). Transportation Research Board. Flexible Pavement Construction and Rehabilitation Committee

Download or read book Rubblization of Portland Cement Concrete Pavements written by National Research Council (U.S.). Transportation Research Board. Flexible Pavement Construction and Rehabilitation Committee and published by . This book was released on 2006 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: Hot-mix asphalt (HMA) overlays can be considered for application to an existing, deteriorated portland cement concrete (PCC) pavement providing measures are taken to eliminate reflection cracking emanating from the cracks and joints in the PCC pavement through the HMA overlay. This process was discussed in a two-part session at the 2005 Annual Meeting of the TRB. The papers in this document were written following the session and are based on the presentations; the papers have not undergone a formal peer review.

Accelerated Testing for Studying Pavement Design and Performance (FY 2000)

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ISBN 13 :
Total Pages : 68 pages
Book Rating : 4.39/5 ( download)

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Book Synopsis Accelerated Testing for Studying Pavement Design and Performance (FY 2000) by : Hani G. Melhem

Download or read book Accelerated Testing for Studying Pavement Design and Performance (FY 2000) written by Hani G. Melhem and published by . This book was released on 2003 with total page 68 pages. Available in PDF, EPUB and Kindle. Book excerpt: The objective of the research was to compare the performance of fiber reinforced and plain Portland Cement Concrete (PCC) overlay when used as a thin non-dowelled overlay on top of a rubblized, distressed concrete pavement. The experiment was conducted at the Accelerated Testing Laboratory at Kansas State University, and consisted of constructing two pavements and subjecting them to full-scale accelerated pavement test. The pavements were constructed in the environmental pit so that heat-cool temperature cycles were imposed. The two pavements were subjected to 500,000 full-truck axle passes. Stresses and strains at several locations in the two pavements, as well as the expansion/contraction of the slabs, were periodically recorded during the test. The stress-strain data, as well as the location, severity and extent of the cracking in the overlay, clearly indicate that there is no benefit of including the plastic fibers in the concrete overlay. The full-scale accelerated test revealed that the thin non-dowelled overlays are effective when used on top of distressed, rubblized concrete pavements.

Cost-effective Rehabilitation of Portland Cement Concrete Pavement in Nevada

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ISBN 13 :
Total Pages : 282 pages
Book Rating : 4.42/5 ( download)

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Book Synopsis Cost-effective Rehabilitation of Portland Cement Concrete Pavement in Nevada by : Sohila Bemanian

Download or read book Cost-effective Rehabilitation of Portland Cement Concrete Pavement in Nevada written by Sohila Bemanian and published by . This book was released on 1999 with total page 282 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Iowa Development of Rubblized Concrete Pavement Base, Mills County

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ISBN 13 :
Total Pages : 62 pages
Book Rating : 4.07/5 ( download)

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Book Synopsis Iowa Development of Rubblized Concrete Pavement Base, Mills County by : Shane Tymkowicz

Download or read book Iowa Development of Rubblized Concrete Pavement Base, Mills County written by Shane Tymkowicz and published by . This book was released on 1995 with total page 62 pages. Available in PDF, EPUB and Kindle. Book excerpt: Determine the effects of rubblized concrete pavement as it affects the cracking pattern and longevity of the ACC overlay.

Rehabilitation and Evaluation of Distressed Portland Cement Concrete Pavement

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ISBN 13 :
Total Pages : 50 pages
Book Rating : 4.99/5 ( download)

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Book Synopsis Rehabilitation and Evaluation of Distressed Portland Cement Concrete Pavement by : Daniel Okpala

Download or read book Rehabilitation and Evaluation of Distressed Portland Cement Concrete Pavement written by Daniel Okpala and published by . This book was released on 1997 with total page 50 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Evaluation of Various Hot Mix Asphalt Pavement Thicknesses Over Rubblized Concrete Pavement

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ISBN 13 :
Total Pages : 52 pages
Book Rating : 4.79/5 ( download)

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Book Synopsis Evaluation of Various Hot Mix Asphalt Pavement Thicknesses Over Rubblized Concrete Pavement by : Irene K. Battaglia

Download or read book Evaluation of Various Hot Mix Asphalt Pavement Thicknesses Over Rubblized Concrete Pavement written by Irene K. Battaglia and published by . This book was released on 2010 with total page 52 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Portland Cement Concrete Overlays

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ISBN 13 :
Total Pages : 200 pages
Book Rating : 4.33/5 ( download)

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Book Synopsis Portland Cement Concrete Overlays by : Kurt D. Smith

Download or read book Portland Cement Concrete Overlays written by Kurt D. Smith and published by . This book was released on 2002 with total page 200 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report presents the latest information on the design, construction and performance of portland cement concrete (PCC) overlays. It describes the four types of PCC overlays that are commonly used in highway pavement applications: bonded PCC overlays, unbonded PCC overlays, conventional whitetopping and ultra-thin whitetopping. Recommended applications, critical design elements, current overlay design methodologies, recommended construction practices, and performance highlights are described for each overlay type. Information is also provided on the selection of PCC overlays as possible rehabilitation alternatives for existing pavements. Taken together, this document addresses the current "state of the technology" of PCC overlays placed on both existing PCC pavements and on existing hot-mix asphalt pavements.

Early Opening of Portland Cement Concrete (PCC) Pavements to Traffic

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ISBN 13 :
Total Pages : 100 pages
Book Rating : 4.13/5 ( download)

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Book Synopsis Early Opening of Portland Cement Concrete (PCC) Pavements to Traffic by : James A. Crovetti

Download or read book Early Opening of Portland Cement Concrete (PCC) Pavements to Traffic written by James A. Crovetti and published by . This book was released on 2005 with total page 100 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Cracking, Seating and Overlaying of PCC Pavement

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ISBN 13 :
Total Pages : 32 pages
Book Rating : 4.06/5 ( download)

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Book Synopsis Cracking, Seating and Overlaying of PCC Pavement by : John B. Wojakowski

Download or read book Cracking, Seating and Overlaying of PCC Pavement written by John B. Wojakowski and published by . This book was released on 1995 with total page 32 pages. Available in PDF, EPUB and Kindle. Book excerpt: In the fall of 1984, the Kansas Department of Transportation constructed a project involving cracking, seating, and overlaying a portland cement concrete pavement. The project is located in Wyandotte County on K-7 highway, north of K-32. This project is on the west side of the Kansas City metropolitan area. Eight experimental sections and one control section were stipulated for this project. One section of regular construction was selected for the control section. Four of the eight test sections were designated to be cracked at 0.9 m (3 ft) centers, and the other four were cracked at 1.5 m (5 ft) centers. One half of each spacing pattern was saw cut at the quarter points of the 18.7 m (61.5 ft) panels [approximately 4.6 m (15 ft) spacing, minimum 127 mm (5 in.) deep, maximum 13 mm (0.5 in.) wide] prior to cracking. Four sections had minimal joint repair; four had normal joint patching. There have been no easy determinants as to why the transverse cracking is low in some sections, and high in others. In some years it appears to be one factor, but the next year the factor has appeared to change. After 10 years there is no difference attributable to the cracking spacing, probably because both spacings are too large to adequately distribute the thermal movements. Slightly better performance was noted in sections that have minimal joint patching. More recent projects have used rubblizing as a rehabilitation technique. These have not shown significantly better performance than the cracking method. More investigation needs to be done to quantify the effect of various components that are used in this technique.