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OLDENBURG ROAD over CAMERON CREEK

Map

Coordinates:
+31.57615, -90.93612
31°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairFairGoodVery Good20090.9
January 2016GoodGoodGoodVery Good20090.6
January 2014GoodVery GoodVery GoodVery Good20090.6
January 2012GoodVery GoodVery GoodVery Good20084.4
January 2010GoodVery GoodVery GoodVery Good20086.4
January 2008GoodVery GoodVery GoodVery Good20086.4
December 2005GoodVery GoodVery GoodVery Good20086.4
February 2004GoodVery GoodVery GoodVery Good20086.4
January 2002GoodVery GoodVery GoodVery Good20086.4
January 2000GoodVery GoodVery GoodVery Good20086.4
January 1998GoodVery GoodVery GoodVery Good20086.4
January 1996GoodVery GoodVery GoodVery Good20086.4