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AL 269 over BAY VIEW LAKE

Map

Coordinates:
+33.53639, -86.96250
33°32'11" N, 86°57'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AL 269 over BAY VIEW LAKE
Structure number:004980
Location:3 MI.S. CO RD 65
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:100.1 ft. [30.5 m]
Total length:380.9 ft. [116.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,705 [as of 2016]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:63.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,105,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairFairSatisfactorySatisfactory370563.4
February 2016FairFairSatisfactorySatisfactory370563.4
February 2014FairFairSatisfactorySatisfactory370563.4
February 2012FairFairFairSatisfactory411052.9
February 2010FairFairFairSatisfactory445053.7
February 2008FairFairFairSatisfactory437553.7
February 2006FairFairFairSatisfactory400553.9
February 2004FairFairFairSatisfactory397053.9
February 2002FairFairFairSatisfactory397053.9
February 2000FairFairFairSatisfactory360052.1
February 1998FairFairFairSatisfactory337554.2
December 1995FairSatisfactorySatisfactorySatisfactory332065.3
November 1993FairSatisfactorySatisfactoryGood300067.8
August 1991FairSatisfactorySatisfactoryGood338564.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,0441,044000
Steel Protective Coatingsq. ft.10,30110,301000
Reinforced Concrete Girder/Beamlinear ft.600598011
Deck
Reinforced Concrete Decksq. ft.8,72607,83388310
Reinforced Concrete Top Flangesq. ft.3,92003,5183975
Substructure
Reinforced Concrete Columneach135620
Reinforced Concrete Abutmentlinear ft.80701000
Reinforced Concrete Pier Caplinear ft.165163020
Joints
Open Jointlinear ft.165650298
Bearings
Movable Bearingeach2825030
Fixed Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.762762000