Share:

AL 25 over BEAR CREEK

Map

Coordinates:
+33.45987, -86.49576
33°27'36" N, 86°29'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AL 25 over BEAR CREEK
Structure number:016395
Location:STERRETT
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:74.2 ft. [22.6 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1995
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:3
Main spans material:Prestressed concrete [5]
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: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,080 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:98.1
Estimated cost of work:$2,014,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryGoodGood108098.1
May 2015GoodVery GoodVery GoodVery Good108098.1
June 2013GoodVery GoodVery GoodVery Good108098.1
June 2011GoodVery GoodVery GoodVery Good142097.8
July 2009GoodVery GoodVery GoodVery Good144097.8
August 2007GoodVery GoodVery GoodVery Good132097.9
September 2005GoodGoodVery GoodVery Good115098.0
October 2003GoodGoodVery GoodVery Good116098.0
December 2001GoodGoodVery GoodVery Good116098.0
February 2000GoodVery GoodVery GoodVery Good77098.3
February 1998GoodVery GoodVery GoodVery Good126097.9
October 1995GoodExcellentExcellentExcellent120098.9