Wildcow Rd over WILD COW BAYOU
Map
Coordinates:
+31.35667, -91.7383031°21'24" N, 91°44'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Wildcow Rd over WILD COW BAYOU |
Structure number: | 581531214914431 |
Location: | LOG MI 2.55 FR 35 TO ODE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 310.1 ft. [94.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
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: | 13 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 110 [as of 1978] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Good | Satisfactory | 110 | 81.6 |
June 2017 | Fair | Satisfactory | Good | Satisfactory | 110 | 81.6 |
June 2015 | Fair | Satisfactory | Good | Satisfactory | 110 | 81.3 |
June 2013 | Fair | Satisfactory | Good | Satisfactory | 110 | 81.3 |
March 2012 | Fair | Satisfactory | Good | Satisfactory | 110 | 81.3 |
March 2010 | Fair | Satisfactory | Good | Good | 110 | 81.3 |
March 2008 | Fair | Satisfactory | Good | Good | 110 | 81.3 |
March 2006 | Fair | Satisfactory | Good | Good | 110 | 81.3 |
March 2004 | Fair | Satisfactory | Good | Good | 110 | 81.3 |
May 2002 | Fair | Satisfactory | Good | Good | 110 | 82.3 |
November 2000 | Fair | Satisfactory | Good | Good | 110 | 82.3 |
June 1998 | Fair | Satisfactory | Good | Good | 110 | 82.3 |
March 1996 | Good | Good | Very Good | Very Good | 110 | 82.3 |
April 1994 | Good | Good | Very Good | Very Good | 110 | 82.1 |
June 1992 | Good | Very Good | Very Good | Very Good | 110 | 82.1 |
April 1990 | Good | Very Good | Very Good | Very Good | 110 | 80.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 600 | 600 | 0 | 0 | 0 |
Deck |
Prestressed Concrete Deck | sq. ft. | 5,130 | 5,115 | 15 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 54 | 0 | 27 | 27 | 0 |
Prestressed Concrete Pile | each | 20 | 20 | 0 | 0 | 0 |
Timber Pile | each | 50 | 44 | 6 | 0 | 0 |
Prestressed Concrete Pier Cap | linear ft. | 270 | 270 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 108 | 108 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 378 | 378 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 15 | 15 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 620 | 620 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,065 | 2,065 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,240 | 3,240 | 0 | 0 | 0 |