LA0010 over MISSISSIPPI RIVER
Map
Coordinates:
+30.71875, -91.3567030°43'08" N, 91°21'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA0010 over MISSISSIPPI RIVER |
Structure number: | 616300000610292 |
Location: | 3.9 MILES EAST OF US 61 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 1583.1 ft. [482.5 m] |
Total length: | 3185.2 ft. [970.8 m] |
Roadway width between curbs: | 60.4 ft. [18.4 m] |
Deck width edge-to-edge: | 85.6 ft. [26.1 m] |
Vertical clearance below bridge: | 62.3 ft. [19.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2011 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 9 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stayed girder [14] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,000 [as of 2016] |
Truck traffic: | 18% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 75.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Very Good | Good | 3000 | 75.7 |
April 2016 | Good | Good | Very Good | Good | 3000 | 75.7 |
April 2014 | Good | Good | Very Good | Good | 3000 | 60.6 |
April 2012 | Good | Good | Very Good | Very Good | 3000 | 60.6 |
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 |
Steel Girder/Beam | linear ft. | 6,370 | 6,370 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 147,816 | 147,816 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 241,423 | 211,241 | 30,178 | 4 | 0 |
Superstructure |
Steel Main Cable | linear ft. | 136 | 136 | 0 | 0 | 0 |
Steel Floor Beam | linear ft. | 14,316 | 14,316 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 261,553 | 261,553 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 272 | 236 | 34 | 2 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 320 | 320 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 21 | 21 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 250 | 250 | 0 | 0 | 0 |
Joints |
Other Joint | linear ft. | 130 | 97 | 33 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
Enclosed/Concealed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Pot Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 3,185 | 3,185 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6,370 | 6,370 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 3,185 | 2,388 | 797 | 0 | 0 |