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NFA A214 over NETTLE CARRIER CREEK

Map

Coordinates:
+36.39422, -85.23075
36°23'39" N, 85°13'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A214 over NETTLE CARRIER CREEK
Structure number:670A2140001
Location:.2 M NORTH OF SR 52
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:36.4 ft. [11.1 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1998
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:2
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: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2019]
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:Better than present minimum criteria [7]
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: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:91.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2018Good7 out of 103091.7
December 2016Good7 out of 103091.7
August 2015Good7 out of 103093.7
August 2013Good7 out of 103093.7
August 2011Good7 out of 103093.7
July 2009Good7 out of 103093.7
August 2007Good8 out of 103093.7
August 2005Good8 out of 103093.7
September 2003Good8 out of 103093.7
October 2001Good8 out of 103093.7
October 1999Good8 out of 103093.7
November 1998Good8 out of 103093.7
February 1998PoorN out of 10305.1
January 1996PoorN out of 10307.5
February 1994PoorN out of 10307.5
February 1992PoorN out of 10307.5