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US-281 NB over CARROLL CREEK

Map

Coordinates:
+33.15917, -98.09980
33°09'33" N, 98°05'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-281 NB over CARROLL CREEK
Structure number:021200024907024
Location:1.4 MI SE OF FM-3324
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:33.1 ft. [10.1 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:State Highway Agency [01]
Year built:1925
Year reconstructed:1954
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,230 [as of 2013]
Truck traffic:28% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:80.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactorySatisfactory123080.8
January 2015FairSatisfactorySatisfactorySatisfactory235080.5
January 2013FairSatisfactoryFairFair235070.5
January 2011FairVery GoodFairFair250071.8
January 2009FairGoodFairSatisfactory270071.8
January 2007FairGoodSatisfactorySatisfactory190090.1
January 2005FairGoodSatisfactorySatisfactory210089.9
January 2003FairGoodSatisfactorySatisfactory195089.9
January 2001FairGoodSatisfactorySatisfactory185089.9
January 1999FairGoodSatisfactorySatisfactory180089.9
April 1997FairGoodSatisfactorySatisfactory160089.9
February 1995FairGoodSatisfactorySatisfactory150087.9
March 1993FairGoodSatisfactorySatisfactory150090.1
March 1991FairGoodSatisfactorySatisfactory160094.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.462458220
Substructure
Reinforced Concrete Pier Walllinear ft.4040000
Reinforced Concrete Abutmentlinear ft.8076220
Reinforced Concrete Pier Caplinear ft.4036400
Joints
Pourable Jointlinear ft.120120000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.132131100