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OLD 431 HWY over FLINT RIVER RELIEF

Madison County, Alabama

Map

Coordinates:
+34.64816, -86.44534
34°38'53" N, 86°26'43" W
View more info at Bridgehunter.com

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD 431 HWY over FLINT RIVER RELIEF
Structure number:000314
Old structure number:0000022045063Z0 (from 1992 edition)
Location:2.6 MI E JCT US HWY431
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:26.9 ft. [8.2 m]
Total length:292.0 ft. [89.0 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:County Highway Agency [02]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:11
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,000 [as of 1992]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:68.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,564,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairFairSatisfactorySatisfactory100068.8
January 2016FairFairSatisfactorySatisfactory100068.8
January 2014FairFairSatisfactorySatisfactory100067.8
January 2013FairFairSatisfactorySatisfactory100067.8
January 2012FairFairSatisfactorySatisfactory100067.8
January 2011FairFairSatisfactorySatisfactory100067.8
January 2010FairFairSatisfactorySatisfactory100067.8
December 2008FairFairSatisfactorySatisfactory100067.8
December 2006FairFairSatisfactorySatisfactory100067.8
December 2004FairFairSatisfactorySatisfactory100067.8
January 2004FairFairSatisfactorySatisfactory100067.8
March 2002FairFairSatisfactorySatisfactory100067.8
March 2000FairFairSatisfactorySatisfactory100067.8
August 1998FairFairSatisfactorySatisfactory100067.8
January 1997FairFairSatisfactorySatisfactory100066.6
February 1995FairFairSatisfactorySatisfactory100021.4
February 1993FairFairSatisfactorySatisfactory100017.0
February 1991PoorPoorSatisfactorySatisfactory52052.3