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US 259 over ANDERSON CREEK RELIEF

Map

Coordinates:
+33.49159, -94.63564
33°29'30" N, 94°38'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 259 over ANDERSON CREEK RELIEF
Structure number:190190008504030
Location:0.70 MI N OF FM 44
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:121.1 ft. [36.9 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,650 [as of 2013]
Truck traffic:29% 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodGoodGoodGood165089.0
June 2014GoodGoodGoodGood190088.9
July 2012GoodGoodGoodGood190088.9
June 2010GoodGoodGoodGood170089.0
July 2008GoodGoodGoodGood190088.9
June 2006GoodGoodGoodGood180088.2
June 2004GoodVery GoodGoodGood170088.2
July 2002GoodVery GoodGoodVery Good185086.9
July 2000GoodVery GoodGoodVery Good165087.0
August 1998GoodVery GoodVery GoodVery Good160089.0
July 1996GoodVery GoodVery GoodVery Good125082.1
October 1994GoodVery GoodVery GoodVery Good150082.0
May 1992GoodVery GoodVery GoodVery Good135084.0
April 1990GoodVery GoodVery GoodVery Good140084.0