U.S. 59 over CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+35.23839, -94.6829335°14'18" N, 94°40'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | U.S. 59 over CREEK |
Structure number: | 129380000000000 |
Location: | 0.7 mi N jct SH-9 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: May 2008
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,600 [as of 2008] |
Truck traffic: | 16% of total traffic |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.1 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $644,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2008 | Good | 8 out of 10 | 3600 | 94.1 |
April 2000 | Good | 8 out of 10 | 6160 | 94.8 |