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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 2014 

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:92.3 tons [83.9 metric tons]
Inventory rating:55.2 tons [50.2 metric tons]
Sufficiency rating:85.0
Estimated cost of work:$8,568,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201485.0Not deficientGoodGoodGood10180
June 201285.0Not deficientGoodGoodGood9600
June 201085.0Not deficientGoodGoodGood9230
June 200885.0Not deficientGoodGoodGood9150
June 200685.0Not deficientGoodVery GoodGood7850
May 200486.5Not deficientGoodVery GoodVery Good6710
September 200285.0Not deficientGoodVery GoodVery Good13470