Bridge deck repair investigation and quantity estimation
(eBook)
Author
Contributors
Published
Denver, Colo. : Colorado Department of Transportation, Applied Research and Innovation Branch, 2020.
Physical Desc
1 online resource (vi, 33, 40 pages) : illustrations
Status
Description
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More Details
Format
eBook
Language
English
Notes
General Note
"December 2020."
General Note
Performing organization: University of Colorado Denver.
General Note
Includes: University of Colorado Denver inspection of bridge decks with ground penetrating radar.
Bibliography
Includes bibliographical references (pages 28-33 )
Description
This report presents a case study on the evaluation of bridge decks using various non-destructive test methods. The primary interest lies in quantifying delaminated areas in deck concrete covered with asphalt overlays. Analytical and computational models are formulated to decompose the intensity of GPR scales into two categories: i) initiation and progression of corrosion and ii) delamination of deck concrete, which show good agreement with repaired areas. Parametric investigations emphasize the significance of rebar spacing and concrete cover in determining the extent of deck delamination.
Funding Information
Report,CDOT-2020-19
Citations
APA Citation, 7th Edition (style guide)
Kim, Y. J. (2020). Bridge deck repair investigation and quantity estimation . Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)Kim, Yail J., 1971-. 2020. Bridge Deck Repair Investigation and Quantity Estimation. Colorado Department of Transportation, Applied Research and Innovation Branch.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)Kim, Yail J., 1971-. Bridge Deck Repair Investigation and Quantity Estimation Colorado Department of Transportation, Applied Research and Innovation Branch, 2020.
MLA Citation, 9th Edition (style guide)Kim, Yail J. Bridge Deck Repair Investigation and Quantity Estimation Colorado Department of Transportation, Applied Research and Innovation Branch, 2020.
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
9b767d10-0bc5-d540-0e9f-7a6c1ae47f90-eng
Grouping Information
| Grouped Work ID | 9b767d10-0bc5-d540-0e9f-7a6c1ae47f90-eng |
|---|---|
| Full title | bridge deck repair investigation and quantity estimation |
| Author | kim yail j |
| Grouping Category | book |
| Last Update | 2022-06-13 10:33:16AM |
| Last Indexed | 2024-05-04 04:20:10AM |
Book Cover Information
| Image Source | default |
|---|---|
| First Loaded | Jun 23, 2022 |
| Last Used | May 1, 2024 |
Marc Record
| First Detected | May 11, 2021 12:00:00 AM |
|---|---|
| Last File Modification Time | Aug 19, 2021 04:29:19 PM |
MARC Record
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| 100 | 1 | |a Kim, Yail J.,|d 1971- | |
| 245 | 1 | 0 | |a Bridge deck repair investigation and quantity estimation /|c Yail Jimmy Kim. |
| 264 | 1 | |a Denver, Colo. :|b Colorado Department of Transportation, Applied Research and Innovation Branch,|c 2020. | |
| 300 | |a 1 online resource (vi, 33, 40 pages) :|b illustrations | ||
| 336 | |a text|b txt|2 rdacontent | ||
| 336 | |a still image|b sti|2 rdacontent | ||
| 337 | |a computer|b c|2 rdamedia | ||
| 338 | |a online resource|b cr|2 rdacarrier | ||
| 500 | |a "December 2020." | ||
| 500 | |a Performing organization: University of Colorado Denver. | ||
| 500 | |a Includes: University of Colorado Denver inspection of bridge decks with ground penetrating radar. | ||
| 504 | |a Includes bibliographical references (pages 28-33 ) | ||
| 520 | |a This report presents a case study on the evaluation of bridge decks using various non-destructive test methods. The primary interest lies in quantifying delaminated areas in deck concrete covered with asphalt overlays. Analytical and computational models are formulated to decompose the intensity of GPR scales into two categories: i) initiation and progression of corrosion and ii) delamination of deck concrete, which show good agreement with repaired areas. Parametric investigations emphasize the significance of rebar spacing and concrete cover in determining the extent of deck delamination. | ||
| 536 | |a Report|f CDOT-2020-19 | ||
| 588 | 0 | |a Online resource; title from PDF cover (viewed May 2021) | |
| 650 | 0 | |a Concrete|x Additives|z Colorado. | |
| 650 | 0 | |a Concrete bridges|z Colorado|x Design and construction. | |
| 710 | 2 | |a University of Colorado Denver. | |
| 710 | 1 | |a Colorado.|b Department of Transportation.|b Applied Research and Innovation Branch. | |
| 740 | 0 | 2 | |a University of Colorado Denver inspection of bridge decks with ground penetrating radar. |
| 856 | 4 | 0 | |u http://hdl.handle.net/11629/co:34748_tra2102019internet.pdf|z Access online |
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