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FAS 295 over WOLF RIVER

Map

Coordinates:
+36.58369, -85.11831
36°35'01" N, 85°07'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 295 over WOLF RIVER
Structure number:69G00060001
Location:NORTH EAST OF BYRDSTOWN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:65.0 ft. [19.8 m]
Total length:264.1 ft. [80.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:730 [as of 2017]
Truck traffic:9% 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:95.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood73095.9
January 2016GoodGoodGoodGood59096.1
January 2014GoodGoodVery GoodGood57096.1
January 2012GoodGoodVery GoodGood86088.1
January 2010GoodGoodVery GoodGood66096.0
January 2008GoodGoodVery GoodGood66096.0
February 2006GoodVery GoodVery GoodVery Good65097.0
January 2004GoodVery GoodVery GoodVery Good64097.0
January 2002GoodVery GoodVery GoodVery Good59097.1
January 2000GoodVery GoodVery GoodVery Good65098.0
May 1998GoodVery GoodVery GoodVery Good62098.1
May 1996GoodVery GoodVery GoodVery Good62097.0
May 1994GoodVery GoodVery GoodVery Good65097.0
May 1992GoodVery GoodVery GoodVery Good59097.1
May 1990Poor---59018.8