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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201663.4Functionally obsoleteFairSatisfactorySatisfactory3705
February 201463.4Functionally obsoleteFairSatisfactorySatisfactory3705
February 201252.9Functionally obsoleteFairFairSatisfactory4110
February 201053.7Functionally obsoleteFairFairSatisfactory4450
February 200853.7Functionally obsoleteFairFairSatisfactory4375
February 200653.9Functionally obsoleteFairFairSatisfactory4005
February 200453.9Functionally obsoleteFairFairSatisfactory3970
February 200253.9Functionally obsoleteFairFairSatisfactory3970
February 200052.1Functionally obsoleteFairFairSatisfactory3600
February 199854.2Functionally obsoleteFairFairSatisfactory3375
December 199565.3Functionally obsoleteSatisfactorySatisfactorySatisfactory3320
November 199367.8Functionally obsoleteSatisfactorySatisfactoryGood3000
August 199164.7Functionally obsoleteSatisfactorySatisfactoryGood3385