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NFA A120 over N FK BULL RUN CREEK

Map

Coordinates:
+36.24173, -83.80680
36°14'30" N, 83°48'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A120 over N FK BULL RUN CREEK
Structure number:870A1200001
Location:IN MAYNARDVILLE-S OF SR33
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:45.3 ft. [13.8 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:90 [as of 2017]
Truck traffic:2% of total traffic
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2016Good7 out of 109096.9
August 2014Good7 out of 109096.9
August 2012Good8 out of 109096.9
October 2010Good8 out of 109097.9
September 2008Good8 out of 109097.9
September 2006Good8 out of 109098.9
September 2004Good8 out of 109098.9
June 2002Good8 out of 109098.9
July 2000Good9 out of 109098.9
September 1998Good9 out of 109098.9
June 1996Good9 out of 109098.9
August 1994PoorN out of 109028.1
June 1993PoorN out of 109028.1
June 1992PoorN out of 109028.1
September 1990PoorN out of 109028.1