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NFA A196 over PHILLIPS CREEK

Map

Coordinates:
+36.38640, -84.54942
36°23'11" N, 84°32'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A196 over PHILLIPS CREEK
Structure number:760A3060001
Location:2 M SW OF SR63-US27 JCT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:13.1 ft. [4.0 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1994
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: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:60 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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:90.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2018Good7 out of 106090.4
October 2016Good7 out of 106090.4
November 2014Good7 out of 106090.4
November 2012Good8 out of 106090.4
December 2010Good8 out of 106090.4
November 2008Good8 out of 106090.4
October 2006Good8 out of 106092.4
October 2004Good8 out of 106092.4
July 2002Good8 out of 106093.4
August 2000Good8 out of 106093.4
November 1998Good8 out of 106093.4
July 1996Good8 out of 105091.5
October 1994Good8 out of 105091.6
July 1992PoorN out of 10502.0
November 1990PoorN out of 10502.0