Evaluation of longitudinal joint tie bar system
(eBook)
Contributors
Published
Denver, Colo. : Colorado Department of Transportation, DTD Applied Research and Innovation Branch, 2011.
Physical Desc
1 online resource (85, A-17 pages) : illustrations
Status
Description
Loading Description...
Also in this Series
Checking series information...
More Copies In Prospector
Loading Prospector Copies...
More Details
Format
eBook
Language
English
Notes
General Note
"Report No. CDOT-20011-12. Final Report"--Cover.
General Note
"September 2011."
General Note
"Sponsored by the Colorado Department of Transportation in cooperation with the U.S. Department of Transportation, Federal Highway Administration."
Bibliography
Includes bibliographical references (pages 84-85).
Description
An adequate longitudinal joint tie bar system is essential in the overall performance of concrete pavement. Excessive longitudinal joint openings are believed to be caused by either inadequate tie bar size or spacing or improper tie bar installation. If designed and installed properly, tie bars prevent the joints from opening and consequently improve load transfer efficiency between slabs and between slabs and shoulders, resulting in increased load carrying capacity. CDOT should adopt the mechanistic-empirical tie bar design procedure developed in this study.
Citations
APA Citation, 7th Edition (style guide)
Mallela, J. (2011). Evaluation of longitudinal joint tie bar system . Colorado Department of Transportation, DTD Applied Research and Innovation Branch.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)Mallela, J. 2011. Evaluation of Longitudinal Joint Tie Bar System. Colorado Department of Transportation, DTD Applied Research and Innovation Branch.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)Mallela, J. Evaluation of Longitudinal Joint Tie Bar System Colorado Department of Transportation, DTD Applied Research and Innovation Branch, 2011.
MLA Citation, 9th Edition (style guide)Mallela, J. Evaluation of Longitudinal Joint Tie Bar System Colorado Department of Transportation, DTD Applied Research and Innovation Branch, 2011.
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
e1c4e208-e05a-49bc-5f90-3a66fc2272df-eng
Grouping Information
Grouped Work ID | e1c4e208-e05a-49bc-5f90-3a66fc2272df-eng |
---|---|
Full title | evaluation of longitudinal joint tie bar system |
Author | jagannath mallela and others |
Grouping Category | book |
Last Update | 2022-06-13 10:33:16AM |
Last Indexed | 2024-04-27 04:02:06AM |
Book Cover Information
Image Source | default |
---|---|
First Loaded | Jan 19, 2023 |
Last Used | Feb 13, 2024 |
Marc Record
First Detected | Dec 07, 2011 12:00:00 AM |
---|---|
Last File Modification Time | Jul 31, 2021 08:31:08 AM |
MARC Record
LEADER | 02724nam a2200493Ia 4500 | ||
---|---|---|---|
001 | ocn767740608 | ||
003 | OCoLC | ||
005 | 20111207024324.0 | ||
006 | m d s | ||
007 | cr ||||||||||| | ||
008 | 111207s2011 coua ob s000 0 eng d | ||
035 | |a (OCoLC)767740608 | ||
040 | |a DDB|c DDB|d UtOrBLW | ||
043 | |a n-us-co | ||
049 | |a DDBA | ||
086 | |a TRA2.10/11-12/INTERNET | ||
086 | |a TRA2.10/11-12/INTERNET|2 codocs | ||
245 | 0 | 0 | |a Evaluation of longitudinal joint tie bar system|h [electronic resource] /|c by Jagannath Mallela [and others] ; prepared by Applied Research Associates, Inc. |
264 | 1 | |a Denver, Colo. :|b Colorado Department of Transportation, DTD Applied Research and Innovation Branch,|c 2011. | |
300 | |a 1 online resource (85, A-17 pages) :|b illustrations | ||
336 | |a text|b txt|2 rdacontent | ||
337 | |a computer|b c|2 rdamedia | ||
338 | |a online resource|b cr|2 rdacarrier | ||
347 | |a text file|2 rdaft | ||
500 | |a "Report No. CDOT-20011-12. Final Report"--Cover. | ||
500 | |a "September 2011." | ||
500 | |a "Sponsored by the Colorado Department of Transportation in cooperation with the U.S. Department of Transportation, Federal Highway Administration." | ||
504 | |a Includes bibliographical references (pages 84-85). | ||
520 | |a An adequate longitudinal joint tie bar system is essential in the overall performance of concrete pavement. Excessive longitudinal joint openings are believed to be caused by either inadequate tie bar size or spacing or improper tie bar installation. If designed and installed properly, tie bars prevent the joints from opening and consequently improve load transfer efficiency between slabs and between slabs and shoulders, resulting in increased load carrying capacity. CDOT should adopt the mechanistic-empirical tie bar design procedure developed in this study. | ||
588 | 0 | |a Online resource; title from PDF title page (viewed December 2011) | |
650 | 0 | |a Pavements, Concrete|z Colorado|x Joints. | |
650 | 0 | |a Pavements, Concrete|z Colorado|x Design and construction. | |
700 | 1 | |a Mallela, J. | |
710 | 1 | |a Colorado.|b DTD Applied Research and Innovation Branch. | |
710 | 2 | |a Applied Research Associates. | |
710 | 1 | |a United States.|b Federal Highway Administration. | |
856 | 4 | 0 | |u http://hdl.handle.net/10176/co:10471_tra2101112internet.pdf|z Access online |
907 | |a .b1052860x|b 10-24-20|c 12-07-11 | ||
945 | |g 1|j 0|l csdig|o -|p $0.00|q -|r -|s j |t 0|u 0|v 0|w 0|x 0|y .i11283804|z 12-07-11 | ||
994 | |a C0|b DDB | ||
998 | |a cs|b 12-07-11|c m|d a |e -|f eng|g cou|h 0|i 0 | ||
998 | |a cs|b 12-07-11|c m|d a |e -|f eng|g cou|h 0|i 0 | ||
998 | |a cs|b 12-07-11|c m|d a|e -|f eng|g cou|h 0|i 0 | ||
998 | |a cs|b 12-07-11|c m|d a|e -|f eng|g cou|h 0|i 1 |