FAP 15 over BRANCH


+35.18500, -86.91667
35°11'06" N, 86°55'00" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 15 over BRANCH
Structure number:28SR0150029
Location:6.2 MI.E.OF PULASKI
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:26.9 ft. [8.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2000
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:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,400 [as of 2017]
Truck traffic:15% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:70.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$391,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2017Good7 out of 10540070.2
December 2015Good7 out of 10457072.5
December 2013Good7 out of 10423073.4
December 2011Good8 out of 10398074.1
January 2010Good7 out of 10424073.4
January 2008Fair6 out of 10393074.2
January 2006Good8 out of 10385074.4
January 2004Good8 out of 10394074.2
January 2002Good8 out of 10387074.4
February 2000Fair6 out of 10281077.2
January 1998Fair6 out of 10343075.7
February 1996Fair6 out of 10343075.7
April 1993Fair6 out of 10241078.1
April 1991Fair6 out of 10247077.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Culvertlinear ft.501501000
Wearing Surfacessq. ft.2,9642,964000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7878000