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ANSLEY ROAD over LONG CREEK

Map

Coordinates:
+33.33552, -82.75108
33°20'08" N, 82°45'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ANSLEY ROAD over LONG CREEK
Structure number:000000030150120
Location:6.9 MI SW OF WARRENTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:33.1 ft. [10.1 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:County Highway Agency [02]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:140 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:53.5
Estimated cost of work:$580,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairFairFair14053.5
February 2015FairFairFairFair14053.5
January 2013FairFairFairFair14053.5
February 2011FairFairFairFair62047.4
February 2009FairFairFairFair62047.4
February 2007FairFairFairFair63047.4
February 2005FairFairFairFair74047.3
January 2003FairFairFairFair74051.0
February 2001FairSatisfactorySatisfactoryFair48053.3
April 1999FairSatisfactorySatisfactoryFair47061.4
April 1997PoorSatisfactorySatisfactorySerious43028.7
May 1995PoorSatisfactorySatisfactorySerious43027.6
August 1993PoorSatisfactorySatisfactoryPoor40031.0
January 1992PoorSatisfactoryGoodPoor28731.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.39628111230
Deck
Reinforced Concrete Top Flangesq. ft.2,9102,389509120
Substructure
Reinforced Concrete Abutmentlinear ft.66491700
Steel Pileeach80800
Steel Protective Coatingsq. ft.33115601750
Reinforced Concrete Pier Caplinear ft.54421200
Joints
Pourable Jointlinear ft.96480480
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.19813848120