Final report effectiveness of two reflection crack attenuation techniques
(eBook)
Author
Contributors
Published
Denver, Colo. : Colorado Department of Transportation, Applied Research and Innovation Branch, 2015.
Physical Desc
1 online resource (ii, 19 pages) : illustrations, map
Status
Description
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More Details
Format
eBook
Language
English
Notes
General Note
"September 2015."
General Note
Prepared in cooperation with the US Department of Transportation, Federal Highway Administration.
Bibliography
Bibliography: page 19.
Description
Asphalt overlays are one of the most common tools for rehabilitating existing asphalt and concrete pavements. However, the performance of new overlays is often jeopardized by the cracking distress in the existing pavement. This existing cracking propagates, or reflects, through the new overlay to the surface of the new overlay. The rate at which this reflection cracking propagates to the surface is a function of overlay thickness crack severity, traffic loading and subgrade or subbase support. Reducing the rate at which these reflection cracks propagate to the surface of the pavement is desirable in order to lengthen the time between rehabilitation projects or crack sealing operations.
Funding Information
Report No.,CDOT-2015-10.
Citations
APA Citation, 7th Edition (style guide)
Shuler, S. (2015). Final report effectiveness of two reflection crack attenuation techniques . Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)Shuler, Scott. 2015. Final Report Effectiveness of Two Reflection Crack Attenuation Techniques. Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)Shuler, Scott. Final Report Effectiveness of Two Reflection Crack Attenuation Techniques Colorado Department of Transportation, Applied Research and Innovation Branch, 2015.
MLA Citation, 9th Edition (style guide)Shuler, Scott. Final Report Effectiveness of Two Reflection Crack Attenuation Techniques Colorado Department of Transportation, Applied Research and Innovation Branch, 2015.
Note! Citations contain only title, author, edition, publisher, and year published. Citations should be used as a guideline and should be double checked for accuracy. Citation formats are based on standards as of August 2021.
Staff View
Grouped Work ID
a938c99d-f459-1ba2-9b13-2fcf91166b36-eng
Grouping Information
| Grouped Work ID | a938c99d-f459-1ba2-9b13-2fcf91166b36-eng |
|---|---|
| Full title | final report effectiveness of two reflection crack attenuation techniques |
| Author | shuler scott |
| Grouping Category | book |
| Last Update | 2022-06-13 10:33:16AM |
| Last Indexed | 2024-04-27 02:53:57AM |
Book Cover Information
| Image Source | default |
|---|---|
| First Loaded | Jan 25, 2023 |
| Last Used | Apr 29, 2024 |
Marc Record
| First Detected | Apr 14, 2016 12:00:00 AM |
|---|---|
| Last File Modification Time | Jul 31, 2021 04:35:56 AM |
MARC Record
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| 246 | 3 | 0 | |a Effectiveness of two reflection crack attenuation techniques |
| 264 | 1 | |a Denver, Colo. :|b Colorado Department of Transportation, Applied Research and Innovation Branch,|c 2015. | |
| 300 | |a 1 online resource (ii, 19 pages) :|b illustrations, map | ||
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| 500 | |a Prepared in cooperation with the US Department of Transportation, Federal Highway Administration. | ||
| 504 | |a Bibliography: page 19. | ||
| 520 | |a Asphalt overlays are one of the most common tools for rehabilitating existing asphalt and concrete pavements. However, the performance of new overlays is often jeopardized by the cracking distress in the existing pavement. This existing cracking propagates, or reflects, through the new overlay to the surface of the new overlay. The rate at which this reflection cracking propagates to the surface is a function of overlay thickness crack severity, traffic loading and subgrade or subbase support. Reducing the rate at which these reflection cracks propagate to the surface of the pavement is desirable in order to lengthen the time between rehabilitation projects or crack sealing operations. | ||
| 536 | |a Report No.|f CDOT-2015-10. | ||
| 588 | 0 | |a Online resource; title from PDF cover (viewed April 2016) | |
| 650 | 0 | |a Pavements|z Colorado|x Overlays|x Design and construction. | |
| 650 | 0 | |a Pavements, Asphalt|z Colorado|x Design and construction. | |
| 710 | 1 | |a United States.|b Federal Highway Administration. | |
| 710 | 1 | |a Colorado.|b DTD Applied Research and Innovation Branch. | |
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