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AL.152 EBL over THREE MILE BRANCH

Map 

Coordinates:
+32.42226, -86.25545
32°25'20" N, 86°15'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AL.152 EBL over THREE MILE BRANCH
Structure number:010800
Location:1.4 MI. W. US 231
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:34.1 ft. [10.4 m]
Total length:339.9 ft. [103.6 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:State Highway Agency [01]
Year built:1972
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:10
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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:11,660 [as of 2013]
Truck traffic:10% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:47.3 tons [43.0 metric tons]
Inventory rating:28.4 tons [25.8 metric tons]
Sufficiency rating:90.3
Estimated cost of work:$4,905,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201490.3Not deficientSatisfactorySatisfactorySatisfactory11660
December 201292.2Not deficientSatisfactorySatisfactorySatisfactory12420
December 201092.2Not deficientSatisfactorySatisfactorySatisfactory12450
October 200892.2Not deficientSatisfactorySatisfactorySatisfactory13120
December 200698.7Not deficientSatisfactorySatisfactorySatisfactory13635
November 200498.7Not deficientSatisfactorySatisfactorySatisfactory13415
September 200298.9Not deficientSatisfactorySatisfactorySatisfactory12115
September 200098.7Not deficientGoodSatisfactorySatisfactory13970
July 199898.8Not deficientGoodSatisfactorySatisfactory12790
July 199697.9Not deficientGoodSatisfactorySatisfactory11700
May 199497.2Not deficientGoodGoodSatisfactory10345
April 199298.3Not deficientVery GoodGoodGood9960