US 6 over the BNSF railway bridge replacement replacement structure alternative analysis existing structure F-16-EJ, new structure F-16-YJ
(eBook)
Published
Denver, Colo. : Colorado Department of Transportation :, 2011.
Physical Desc
1 online resource (42 unumbered pages) : illustrations
Status
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More Details
Format
eBook
Language
English
Notes
General Note
"December 28, 2011."
Additional Physical Form
Existing structure F-16-EJ carrying US 6 over the BNSF Railway is structurally deficient and will be replaced. The bridge replacement will be part of a design-build project on US 6. The existing structure fails to meet minimum vertical and horizontal clearance requirements to the railroad. In order to conform to the clearance requirements the profile grade of US 6 will have to be raised. However, changes to the profile are constrained on either side of the bridge by the existing conditions. These constraints limit the structure depth available for the replacement structure.
Citations
APA Citation, 7th Edition (style guide)
(2011). US 6 over the BNSF railway bridge replacement: replacement structure alternative analysis existing structure F-16-EJ, new structure F-16-YJ . Colorado Department of Transportation :.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)2011. US 6 Over the BNSF Railway Bridge Replacement: Replacement Structure Alternative Analysis Existing Structure F-16-EJ, New Structure F-16-YJ. Colorado Department of Transportation.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)US 6 Over the BNSF Railway Bridge Replacement: Replacement Structure Alternative Analysis Existing Structure F-16-EJ, New Structure F-16-YJ Colorado Department of Transportation, 2011.
MLA Citation, 9th Edition (style guide)US 6 Over the BNSF Railway Bridge Replacement: Replacement Structure Alternative Analysis Existing Structure F-16-EJ, New Structure F-16-YJ Colorado Department of Transportation :, 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
eaee12dd-1f5c-667f-1e8e-c7486cdcc87c-eng
Grouping Information
| Grouped Work ID | eaee12dd-1f5c-667f-1e8e-c7486cdcc87c-eng |
|---|---|
| Full title | us 6 over the bnsf railway bridge replacement replacement structure alternative analysis existing structure f 16 ej new structure f 16 yj |
| Author | prepared for cdot region 6 |
| Grouping Category | book |
| Last Update | 2022-06-13 10:33:16AM |
| Last Indexed | 2024-05-04 06:10:16AM |
Book Cover Information
| Image Source | default |
|---|---|
| First Loaded | Jun 23, 2022 |
| Last Used | May 4, 2024 |
Marc Record
| First Detected | Jan 16, 2018 12:00:00 AM |
|---|---|
| Last File Modification Time | Jul 31, 2021 04:36:47 AM |
MARC Record
| LEADER | 02393nam a2200433Ii 4500 | ||
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| 003 | OCoLC | ||
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| 043 | |a n-us-co | ||
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| 086 | |a TRA9/6.2/OV2/2011/INTERNET | ||
| 086 | |a TRA9/6.2/OV2/2011/INTERNET|2 codocs | ||
| 245 | 0 | 0 | |a US 6 over the BNSF railway bridge replacement|h [electronic resource] :|b replacement structure alternative analysis existing structure F-16-EJ, new structure F-16-YJ /|c prepared for CDOT Region 6 ; Wilson & Company. |
| 264 | 1 | |a Denver, Colo. :|b Colorado Department of Transportation :|b Wilson and Company,|c 2011. | |
| 300 | |a 1 online resource (42 unumbered pages) :|b illustrations | ||
| 336 | |a text|b txt|2 rdacontent | ||
| 336 | |a still image|b sti|2 rdacontent | ||
| 336 | |a cartographic image|b cri|2 rdacontent | ||
| 337 | |a computer|b c|2 rdamedia | ||
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| 500 | |a "December 28, 2011." | ||
| 530 | |a Existing structure F-16-EJ carrying US 6 over the BNSF Railway is structurally deficient and will be replaced. The bridge replacement will be part of a design-build project on US 6. The existing structure fails to meet minimum vertical and horizontal clearance requirements to the railroad. In order to conform to the clearance requirements the profile grade of US 6 will have to be raised. However, changes to the profile are constrained on either side of the bridge by the existing conditions. These constraints limit the structure depth available for the replacement structure. | ||
| 588 | 0 | |a Online resource; title from PDF cover (viewed January 2018) | |
| 650 | 0 | |a Railroad crossings|z Colorado. | |
| 650 | 0 | |a Bridges|z Colorado. | |
| 651 | 0 | |a United States Highway 6|x Design and construction. | |
| 710 | 1 | |a Colorado.|b Department of Transportation.|b Region 6. | |
| 856 | 4 | 0 | |u http://hdl.handle.net/11629/co:27538_tra962ov22011internet.pdf|z Access online |
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