US 80 EBL over US 31
Map
Coordinates:
+32.31182, -86.3502232°18'43" N, 86°21'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 80 EBL over US 31 |
Structure number: | 015533 |
Location: | US 80 * US 31 INT |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 138.1 ft. [42.1 m] |
Total length: | 237.9 ft. [72.5 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
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: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,685 [as of 2013] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.4 |
Estimated cost of work: | $2,622,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 16685 | 96.4 |
February 2016 | Good | Good | Good | Good | 16685 | 95.4 |
February 2014 | Good | Good | Good | Good | 16685 | 95.4 |
February 2012 | Good | Good | Good | Good | 12500 | 95.8 |
February 2010 | Good | Good | Good | Good | 14135 | 95.7 |
January 2008 | Good | Good | Good | Good | 15085 | 95.6 |
January 2006 | Good | Good | Good | Good | 15360 | 96.6 |
December 2003 | Good | Good | Good | Good | 15180 | 96.6 |
December 2001 | Good | Good | Good | Good | 15180 | 96.6 |
January 2000 | Good | Good | Good | Good | 14300 | 96.7 |
March 1998 | Good | Very Good | Very Good | Very Good | 14655 | 96.6 |
March 1996 | Good | Very Good | Very Good | Very Good | 13180 | 97.0 |
February 1994 | Good | Very Good | Excellent | Very Good | 12060 | 97.1 |
May 1992 | Good | Excellent | Excellent | Excellent | 13221 | 97.0 |
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. | 1,566 | 1,566 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,158 | 10,108 | 50 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 112 | 107 | 5 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 49 | 49 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 83 | 74 | 7 | 2 | 0 |
Joints |
Pourable Joint | linear ft. | 85 | 50 | 35 | 0 | 0 |
Open Joint | linear ft. | 85 | 85 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 38 | 38 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 476 | 447 | 29 | 0 | 0 |