US 331 over CATOMA CREEK RELIEF#2
Map
Coordinates:
+32.31710, -86.3075332°19'02" N, 86°18'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 331 over CATOMA CREEK RELIEF#2 |
Structure number: | 011614 |
Old structure number: | 00000009510256B (from 1992 edition) |
Location: | 0.3 MI.S.OF SOU.BYPASS |
Purpose: | Carries highway over relief for waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 237.9 ft. [72.5 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
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: | 7 |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,615 [as of 2013] |
Truck traffic: | 12% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
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: | 99.7 |
Estimated cost of work: | $2,561,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Good | 3615 | 99.7 |
June 2016 | Fair | Satisfactory | Good | Good | 3615 | 99.7 |
June 2014 | Good | Good | Good | Good | 3615 | 99.7 |
June 2012 | Good | Good | Good | Good | 4490 | 99.6 |
June 2010 | Good | Good | Good | Good | 4685 | 99.6 |
June 2008 | Good | Good | Good | Good | 5160 | 99.5 |
May 2006 | Good | Good | Good | Good | 4650 | 99.6 |
April 2004 | Good | Good | Good | Good | 2215 | 99.8 |
April 2002 | Good | Good | Good | Good | 2280 | 99.8 |
May 2000 | Good | Good | Good | Good | 2470 | 97.8 |
April 1998 | Good | Good | Good | Good | 2830 | 97.7 |
April 1996 | Good | Good | Good | Good | 2410 | 97.8 |
March 1994 | Good | Good | Good | Good | 2510 | 97.8 |
February 1992 | Good | Very Good | Very Good | Good | 2430 | 97.8 |
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. | 1,428 | 1,428 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,920 | 4,659 | 0 | 5,261 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 108 | 98 | 10 | 0 | 0 |
Steel Pile | each | 36 | 36 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 234 | 234 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 84 | 0 | 84 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 84 | 72 | 12 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 476 | 94 | 382 | 0 | 0 |