US 80 EBL over OLIVER CREEK
Map
Coordinates:
+32.38223, -86.1866532°22'56" N, 86°11'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 80 EBL over OLIVER CREEK |
Structure number: | 019918 |
Location: | 1.4 MI.E. OF BYPASS |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 58.1 ft. [17.7 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2009 |
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: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,520 [as of 2009] |
Truck traffic: | 6% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.2 |
Estimated cost of work: | $1,444,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 18520 | 97.2 |
May 2015 | Good | Good | Good | Good | 18520 | 97.2 |
May 2013 | Good | Good | Good | Good | 18520 | 97.2 |
May 2011 | Good | Good | Good | Very Good | 18520 | 97.2 |
May 2009 | Good | Very Good | Good | Very Good | 17575 | 94.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 6,996 | 6,996 | 0 | 0 | 0 |
Reinforced Concrete Top Flange | sq. ft. | 2,560 | 2,560 | 0 | 0 | 0 |
Substructure |
Steel Column | each | 35 | 35 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 105 | 105 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 128 | 128 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 220 | 220 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 52 | 52 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 165 | 165 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 160 | 160 | 0 | 0 | 0 |