+36.47617, -84.56037
36°28'34" N, 84°33'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:760A0400003
Location:3 M SW OF ONEIDA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:56.4 ft. [17.2 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1984
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:20 [as of 2019]
Truck traffic:2% 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:91.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2018Fair6 out of 102091.8
October 2016Fair6 out of 102091.8
November 2014Fair6 out of 102090.8
November 2012Fair6 out of 102090.8
November 2010Fair6 out of 102090.8
October 2008Fair6 out of 102087.8
October 2006Fair6 out of 102089.8
October 2004Fair6 out of 102089.8
July 2002Fair6 out of 102089.8
August 2000Fair6 out of 102089.8
November 1998Fair6 out of 102089.8
August 1996Fair6 out of 1010091.0
October 1994Fair6 out of 1010091.2
July 1992Fair6 out of 1010091.2
November 1990Fair6 out of 1010091.2