US0080 over CREEK
Map
Coordinates:
+32.46619, -91.6069032°27'58" N, 91°36'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US0080 over CREEK |
Structure number: | 054200020311671 |
Location: | 1.2 MI EAST OF LA 183 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 217.9 ft. [66.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1930 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 7 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,940 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 80.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 1940 | 80.3 |
September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 1930 | 80.1 |
November 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 1910 | 80.1 |
November 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 2100 | 78.0 |
September 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 2000 | 80.1 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 1920 | 80.1 |
July 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 1680 | 80.2 |
March 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 1250 | 65.3 |
August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 1137 | 65.3 |
July 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 1137 | 65.3 |
July 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 1509 | 65.2 |
June 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 1302 | 65.2 |
May 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 1644 | 65.0 |
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. | 1,085 | 1,043 | 42 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,894 | 5,845 | 25 | 24 | 0 |
Wearing Surfaces | sq. ft. | 5,894 | 5,694 | 200 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 60 | 60 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 30 | 30 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 144 | 132 | 0 | 12 | 0 |
Joints |
Pourable Joint | linear ft. | 192 | 0 | 0 | 192 | 0 |
Bearings |
Movable Bearing | each | 35 | 35 | 0 | 0 | 0 |
Fixed Bearing | each | 35 | 35 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 436 | 386 | 50 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,180 | 2,130 | 50 | 0 | 0 |