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AL 269 over BAY VIEW LAKE

Map

Coordinates:
+33.53652, -86.96311
33°32'11" N, 86°57'47" 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 2016

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]
Operating rating:39.8 tons [36.2 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:63.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,125,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201663.4FairFairSatisfactorySatisfactoryFO3705
February 201463.4FairFairSatisfactorySatisfactoryFO3705
February 201252.9FairFairFairSatisfactoryFO4110
February 201053.7FairFairFairSatisfactoryFO4450
February 200853.7FairFairFairSatisfactoryFO4375
February 200653.9FairFairFairSatisfactoryFO4005
February 200453.9FairFairFairSatisfactoryFO3970
February 200253.9FairFairFairSatisfactoryFO3970
February 200052.1FairFairFairSatisfactoryFO3600
February 199854.2FairFairFairSatisfactoryFO3375
December 199565.3FairSatisfactorySatisfactorySatisfactoryFO3320
November 199367.8FairSatisfactorySatisfactoryGoodFO3000
August 199164.7FairSatisfactorySatisfactoryGoodFO3385

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,04401,04400
Steel Protective Coatingsq. ft.10,30110,301000
Reinforced Concrete Girder/Beamlinear ft.600059811
Deck
Reinforced Concrete Decksq. ft.12,954011,6591,28015
Substructure
Reinforced Concrete Columneach135620
Reinforced Concrete Abutmentlinear ft.80701000
Reinforced Concrete Pier Caplinear ft.165016320
Joints
Open Jointlinear ft.165650298
Bearings
Movable Bearingeach2825030
Fixed Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.762076020