US0090 over WEST BOUND RAMP (OFF)
Map
Coordinates:
+29.67128, -91.1056329°40'17" N, 91°06'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US0090 over WEST BOUND RAMP (OFF) |
Structure number: | 610404240600018 |
Location: | 1.0 M W of US 90&LA 662 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 94.2 ft. [28.7 m] |
Total length: | 2123.1 ft. [647.1 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,530 [as of 2016] |
Truck traffic: | 14% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Very Good | 2530 | 94.8 |
March 2016 | Good | Good | Good | Very Good | 2510 | 94.8 |
August 2014 | Good | Good | Good | Very Good | 2500 | 94.8 |
August 2012 | Good | Good | Good | Very Good | 2470 | 92.8 |
August 2010 | Good | Good | Good | Very Good | 2500 | 92.8 |
August 2008 | Good | Good | Good | Very Good | 2500 | 92.8 |
September 2006 | Good | Good | Good | Very Good | 2390 | 85.7 |
August 2004 | Good | Good | Very Good | Very Good | 2470 | 85.7 |
August 2002 | Good | Good | Very Good | Very Good | 2320 | 87.8 |
2000 | - | - | - | - | 24640 | 77.0 |
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. | 9,176 | 9,171 | 3 | 2 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 61,205 | 61,205 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 23 | 23 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 40 | 40 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 22 | 22 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 1,014 | 1,014 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 136 | 122 | 0 | 14 | 0 |
Compression Joint | linear ft. | 379 | 0 | 379 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 74 | 74 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 4,158 | 4,152 | 0 | 6 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,400 | 3,400 | 0 | 0 | 0 |