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RP, AL-20 TO I565W over WITHERS SPRING BRANCH

Map 

Coordinates:
+34.65785, -86.79706
34°39'28" N, 86°47'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP, AL-20 TO I565W over WITHERS SPRING BRANCH
Structure number:014446
Location:0.6 MI W MADISON CO. LINE
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1988
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:426 [as of 2009]
Truck traffic:10% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Operating rating:67.8 tons [61.6 metric tons]
Inventory rating:40.7 tons [37.0 metric tons]
Sufficiency rating:100.0
Estimated cost of work:$714,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 2014100.0Not deficient---426
December 201299.0Not deficient---426
February 2011100.0Not deficient---426
February 2009100.0Not deficient---426
February 2007100.0Not deficient---381
February 2005100.0Not deficient---359
March 2003100.0Not deficient---359
February 2001100.0Not deficient---345
February 1999100.0Not deficient---338
February 199798.5Not deficient---5200
March 199598.6Not deficient---5100
March 199398.0Not deficient---13037
September 199198.0Not deficient---12782