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FAU 5696 over CUMBERLAND RIVER

Map

Coordinates:
+36.24693, -85.95655
36°14'49" N, 85°57'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5696 over CUMBERLAND RIVER
Structure number:800A3920001
Location:IN THE CITY OF CARTHAGE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:316.0 ft. [96.3 m]
Total length:1412.1 ft. [430.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:55.8 ft. [17.0 m]
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:2014
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Corrugated Steel [6]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,980 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:43.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$14,057,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018PoorGoodPoorPoor598043.4
June 2016FairGoodGoodSatisfactory595069.0
August 2014GoodGoodGoodGood518069.6
July 2013PoorPoorCriticalPoor76004.0
July 2011PoorPoorCriticalPoor76004.0
January 2010PoorPoorCriticalPoor76004.0
December 2007PoorPoorCriticalPoor76004.0
July 2005PoorPoorPoorPoor813025.9
July 2003FairFairFairSatisfactory884048.4
August 2001FairSatisfactoryFairSatisfactory884049.7
September 1999FairSatisfactoryFairSatisfactory884049.7
July 1997FairSatisfactoryFairSatisfactory100055.8