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NFA A240 over RICHARDSON CREEK

Hancock County, Tennessee

Map

Coordinates:
+36.53548, -83.12847
36°32'08" N, 83°07'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A240 over RICHARDSON CREEK
Structure number:340A2400001
Location:5 MI OF SR33 SR66 JCT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:38.1 ft. [11.6 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:5°
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2018]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodVery GoodVery GoodGood2093.8
August 2015GoodVery GoodVery GoodVery Good2093.8
August 2013GoodVery GoodExcellentVery Good2093.8
August 2011GoodExcellentExcellentExcellent2093.8
September 2009GoodExcellentExcellentExcellent2093.8
October 2007GoodExcellentExcellentExcellent2093.8
September 2005GoodExcellentExcellentExcellent2093.8
January 2004GoodExcellentExcellentExcellent2093.8
September 2001FairSatisfactorySatisfactorySatisfactory2032.2
August 1999FairVery GoodSatisfactorySatisfactory2032.2
November 1997FairVery GoodSatisfactorySatisfactory2032.2
August 1995PoorPoorFairSerious702.0
June 1993PoorPoorFairSerious702.0
July 1991PoorFairFairSerious708.0