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NFA A519 over CEDAR CREEK

Map

Coordinates:
+36.21282, -86.49918
36°12'46" N, 86°29'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A519 over CEDAR CREEK
Structure number:950A5190001
Location:1.3 MI SE JCT SR24&SR171
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:42.0 ft. [12.8 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:2002
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:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,180 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:78.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodVery GoodVery GoodVery Good418078.5
July 2016GoodVery GoodVery GoodVery Good72094.1
July 2014GoodVery GoodVery GoodVery Good72094.1
July 2012GoodVery GoodVery GoodVery Good72094.1
July 2010GoodVery GoodVery GoodVery Good72094.1
July 2008GoodVery GoodVery GoodVery Good72094.1
July 2006GoodVery GoodVery GoodVery Good72094.1
June 2004GoodVery GoodVery GoodVery Good72094.1
July 2002GoodVery GoodVery GoodVery Good72090.1
August 2000GoodGoodGoodGood72076.0
August 1998GoodGoodGoodGood72076.0
October 1996FairSatisfactorySatisfactorySatisfactory45074.2
July 1994FairSatisfactorySatisfactorySatisfactory45074.9
August 1992FairSatisfactorySatisfactorySatisfactory45074.9
August 1990FairSatisfactorySatisfactorySatisfactory45074.9