Share:

AL.152 EBL. over SR # 9

Map 

Coordinates:
+32.42101, -86.22945
32°25'16" N, 86°13'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AL.152 EBL. over SR # 9
Structure number:011498
Old structure number:00000152510177B (from 1992 edition)
Location:INT. US 231 * AL. 152
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:144.0 ft. [43.9 m]
Total length:264.1 ft. [80.5 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:16,348 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.0
Estimated cost of work:$3,934,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201497.0Not deficientGoodGoodGood16348
May 201297.0Not deficientGoodSatisfactoryGood13120
November 201098.0Not deficientGoodSatisfactoryGood13120
December 200898.0Not deficientGoodSatisfactoryGood13120
December 2006100.0Not deficientGoodSatisfactoryGood12115
November 2004100.0Not deficientGoodSatisfactoryGood12115
September 2002100.0Not deficientGoodSatisfactoryGood12115
September 200098.0Not deficientGoodGoodGood13970
July 199898.0Not deficientGoodGoodGood12790
July 199697.0Not deficientGoodGoodGood11700
May 199496.0Not deficientVery GoodGoodGood10345
April 199297.0Not deficientVery GoodVery GoodVery Good9960
May 199098.0Not deficientVery GoodVery GoodVery Good10770