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U. S. 031 over L * N RAILROAD

Map 

Coordinates:
+32.34417, -86.34389
32°20'39" N, 86°20'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:U. S. 031 over L * N RAILROAD
Structure number:019544
Location:1200 FT W OF S. BY-PASS
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:84.0 ft. [25.6 m]
Total length:193.9 ft. [59.1 m]
Roadway width between curbs:75.5 ft. [23.0 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Owner:State Highway Agency [01]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:13,930 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:79.2 tons [72.0 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:96.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,402,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201596.7Not deficientGoodVery GoodVery Good13930
September 201396.7Not deficientGoodVery GoodVery Good13930
September 201197.1Not deficientGoodVery GoodVery Good12440
October 200996.5Not deficientGoodVery GoodVery Good14900
October 200796.5Not deficientVery GoodVery GoodVery Good14840
April 200796.5Not deficientVery GoodVery GoodVery Good14780