W WOODROW WILSON over TRIB TOWN CRK
Map
Coordinates:
+32.32378, -90.2170232°19'26" N, 90°13'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | W WOODROW WILSON over TRIB TOWN CRK |
Structure number: | SA2500000000251 |
Location: | SEC 32 T 6N R 1E |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 76.1 ft. [23.2 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1962 |
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: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 17,000 [as of 2016] |
Truck traffic: | 8% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 47.5 tons [43.2 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 79.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $156,000 |
Previous Inspections
Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
---|
February 2016 | 79.0 | Good | 7 out of 10 | FO | 17000 |
February 2015 | 79.0 | Good | 8 out of 10 | FO | 17000 |
February 2014 | 78.8 | Good | 8 out of 10 | FO | 18000 |
February 2012 | 78.8 | Good | 8 out of 10 | FO | 18000 |
February 2010 | 78.8 | Good | 8 out of 10 | FO | 18000 |
November 2007 | 78.8 | Good | 8 out of 10 | FO | 18000 |
November 2005 | 78.8 | Good | 8 out of 10 | FO | 18000 |
February 2004 | 78.8 | Good | 8 out of 10 | FO | 18000 |
January 2002 | 78.8 | Good | 8 out of 10 | FO | 18000 |
February 2000 | 79.2 | Good | 8 out of 10 | FO | 14650 |
March 1998 | 79.2 | Good | 8 out of 10 | FO | 14650 |
April 1996 | 79.2 | Good | 8 out of 10 | FO | 14650 |