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AL 110 over MILLIE'S CREEK

Map 

Coordinates:
+32.33333, -86.06667
32°19'60" N, 86°04'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AL 110 over MILLIE'S CREEK
Structure number:017156
Location:1.68MI. E. OF PIKE RD.
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:67.9 ft. [20.7 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:89.6 ft. [27.3 m]
Owner:State Highway Agency [01]
Year built:2001
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:4
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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,180 [as of 2013]
Truck traffic:16% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:92.1 tons [83.7 metric tons]
Inventory rating:55.2 tons [50.2 metric tons]
Sufficiency rating:85.0
Estimated cost of work:$6,235,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201685.0GoodGoodGoodGood-10180
June 201485.0GoodGoodGoodGood-10180
June 201285.0GoodGoodGoodGood-9600
June 201085.0GoodGoodGoodGood-9230
June 200885.0GoodGoodGoodGood-9150
June 200685.0GoodGoodVery GoodGood-7850
May 200486.5GoodGoodVery GoodVery Good-6710
September 200285.0GoodGoodVery GoodVery Good-13470