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SR 3 over FLINT CREEK RELIEF

Map

Coordinates:
+34.50003, -86.96704
34°30'00" N, 86°58'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3 over FLINT CREEK RELIEF
Structure number:005092
Old structure number:00000003520140A (from 1992 edition)
Location:1 MI S OF FLINT
Purpose:Carries highway over relief for waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:27.9 ft. [8.5 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1955
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,205 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:77.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$860,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory720577.1
June 2015FairGoodSatisfactorySatisfactory720577.1
June 2013FairGoodSatisfactorySatisfactory720578.1
August 2011FairGoodSatisfactorySatisfactory1053577.7
January 2010FairSatisfactorySatisfactorySatisfactory793078.0
January 2008FairSatisfactorySatisfactorySatisfactory831578.0
January 2006FairSatisfactorySatisfactorySatisfactory831580.0
January 2004FairSatisfactorySatisfactorySatisfactory831580.0
January 2002FairSatisfactoryGoodSatisfactory831580.0
December 1999FairGoodGoodSatisfactory976577.8
December 1997FairGoodGoodSatisfactory999577.8
December 1995FairGoodGoodSatisfactory1676077.4
December 1993FairGoodGoodSatisfactory1577078.5
February 1992FairGoodGoodSatisfactory778579.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3362755920
Deck
Reinforced Concrete Top Flangesq. ft.2,7727242,026220
Substructure
Reinforced Concrete Abutmentlinear ft.9893500
Steel Pileeach88000
Reinforced Concrete Pier Caplinear ft.6058020
Joints
Pourable Jointlinear ft.56280028
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.168163410