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AL 293 over MILLIE'S CREEK

Map 

Coordinates:
+32.35000, -86.06667
32°21'00" N, 86°04'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AL 293 over MILLIE'S CREEK
Structure number:017151
Location:1.5 MI. N. OF AL 110
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:98.4 ft. [30.0 m]
Total length:295.3 ft. [90.0 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:20°
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: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 2014 

Status:Open, no restriction [A]
Average daily traffic:394 [as of 2014]
Truck traffic:5% 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:71.0 tons [64.5 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:100.0
Estimated cost of work:$4,306,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 2014100.0Not deficientGoodGoodGood394
May 2012100.0Not deficientGoodGoodGood250
May 2010100.0Not deficientGoodGoodGood250
March 2008100.0Not deficientGoodGoodGood250
February 2006100.0Not deficientVery GoodGoodGood250
February 2004100.0Not deficientVery GoodVery GoodGood250