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AL 269 over BAY VIEW LAKE

Map 

Coordinates:
+33.53652, -86.96311
33°32'11" N, 86°57'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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