US0065 over CARROLL BAYOU
Map
Coordinates:
+31.67742, -91.5405031°40'39" N, 91°32'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US0065 over CARROLL BAYOU |
Structure number: | 581500260303441 |
Location: | 3.44 MI NORTH OF US 84 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 252.0 ft. [76.8 m] |
Roadway width between curbs: | 76.1 ft. [23.2 m] |
Deck width edge-to-edge: | 88.9 ft. [27.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1981 |
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: | 4 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,300 [as of 2016] |
Truck traffic: | 20% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 82.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Very Good | Very Good | 10300 | 82.2 |
June 2016 | Good | Very Good | Very Good | Very Good | 8900 | 83.8 |
June 2014 | Good | Very Good | Very Good | Very Good | 8900 | 83.8 |
July 2012 | Good | Very Good | Very Good | Very Good | 8800 | 83.9 |
December 2010 | Good | Very Good | Very Good | Very Good | 8900 | 83.8 |
November 2008 | Good | Very Good | Very Good | Very Good | 8800 | 83.9 |
May 2006 | Good | Very Good | Very Good | Very Good | 10000 | 82.6 |
March 2004 | Good | Very Good | Very Good | Very Good | 8000 | 84.8 |
January 2002 | Good | Very Good | Very Good | Very Good | 7728 | 85.1 |
March 2000 | Good | Very Good | Very Good | Very Good | 7728 | 81.1 |
January 1998 | Good | Very Good | Very Good | Very Good | 7728 | 84.1 |
March 1996 | Good | Very Good | Very Good | Very Good | 6917 | 85.1 |
February 1994 | Good | Very Good | Very Good | Very Good | 5788 | 86.5 |
February 1992 | Good | Very Good | Very Good | Very Good | 6267 | 86.0 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 2,750 | 2,750 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 22,230 | 22,230 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 178 | 178 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 40 | 40 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 348 | 348 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 158 | 0 | 0 | 158 | 0 |
Bearings |
Elastomeric Bearing | each | 110 | 110 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 548 | 548 | 0 | 0 | 0 |