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NFA A008 over ANDERSON CREEK

Map

Coordinates:
+35.39920, -87.18662
35°23'57" N, 87°11'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A008 over ANDERSON CREEK
Structure number:280A0080001
Location:10 M W OF LYNNVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1982
Historic significance:Historical significance is not determinable at this time [4]
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: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2018]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Good7 out of 1050100.0
February 2016Good7 out of 1050100.0
February 2014Good8 out of 1050100.0
February 2012Good8 out of 1050100.0
February 2010Good8 out of 105099.0
February 2008Good8 out of 105099.0
February 2006Good8 out of 1050100.0
February 2004Good8 out of 1050100.0
February 2002Good8 out of 1050100.0
February 2000Good8 out of 1050100.0
February 1998Good8 out of 1050100.0
April 1996Good8 out of 104098.0
May 1993Good8 out of 104098.0
June 1991Good8 out of 104098.0