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NFA A195 over GREASY ROCK CREEK

Map

Coordinates:
+36.52990, -83.21978
36°31'48" N, 83°13'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A195 over GREASY ROCK CREEK
Structure number:340A1950001
Location:IN WEST SNEEDVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:31.2 ft. [9.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:60°
Owner:City or Municipal Highway Agency [04]
Year built:1984
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:770 [as of 2018]
Truck traffic:4% 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 minimum criteria [6]
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]
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:85.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Fair6 out of 1077085.4
August 2015Fair6 out of 1077085.4
August 2013Fair6 out of 1077085.4
August 2011Fair6 out of 1077085.4
September 2009Fair6 out of 1077085.4
September 2007Fair6 out of 1077085.4
September 2005Fair6 out of 1077087.4
November 2003Fair6 out of 1077087.4
September 2001Fair6 out of 1077087.4
August 1999Fair6 out of 1077087.4
November 1997Fair6 out of 1077086.4
August 1995Fair6 out of 1051091.5
June 1993Fair6 out of 1051091.5
July 1991Fair6 out of 1051091.5