OLDENBURG ROAD over CAMERON CREEK
Map
Coordinates:
+31.57615, -90.9361231°34'34" N, 90°56'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLDENBURG ROAD over CAMERON CREEK |
Structure number: | SA1900000000106 |
Location: | SEC 17 T 7N R 3E B |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 259.9 ft. [79.2 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 6 |
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: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 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: | 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: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 90.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Fair | Good | Very Good | 200 | 90.9 |
January 2016 | Good | Good | Good | Very Good | 200 | 90.6 |
January 2014 | Good | Very Good | Very Good | Very Good | 200 | 90.6 |
January 2012 | Good | Very Good | Very Good | Very Good | 200 | 84.4 |
January 2010 | Good | Very Good | Very Good | Very Good | 200 | 86.4 |
January 2008 | Good | Very Good | Very Good | Very Good | 200 | 86.4 |
December 2005 | Good | Very Good | Very Good | Very Good | 200 | 86.4 |
February 2004 | Good | Very Good | Very Good | Very Good | 200 | 86.4 |
January 2002 | Good | Very Good | Very Good | Very Good | 200 | 86.4 |
January 2000 | Good | Very Good | Very Good | Very Good | 200 | 86.4 |
January 1998 | Good | Very Good | Very Good | Very Good | 200 | 86.4 |
January 1996 | Good | Very Good | Very Good | Very Good | 200 | 86.4 |