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FAS 325 over TOWN CREEK

Map

Coordinates:
+36.56873, -85.12577
36°34'07" N, 85°07'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 325 over TOWN CREEK
Structure number:69S42350001
Location:IN BYRDSTOWN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:18.0 ft. [5.5 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:870 [as of 2017]
Truck traffic:12% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 1087089.1
January 2016Good7 out of 1079089.2
January 2014Good7 out of 1081090.2
January 2012Good7 out of 1087090.1
January 2010Good7 out of 1086090.1
January 2008Good7 out of 1086090.1
January 2006Good7 out of 10101090.1
January 2004Good8 out of 1098090.1
January 2002Good8 out of 10104090.1
January 2000Good8 out of 10102091.1
May 1998Good8 out of 10105091.1
May 1996Good8 out of 10105090.1
May 1994Good8 out of 1090090.1
May 1992Good8 out of 1098090.1
May 1990Good8 out of 1098090.1