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US 80 WBL over US 31

Map

Coordinates:
+32.31203, -86.34996
32°18'43" N, 86°20'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 80 WBL over US 31
Structure number:015532
Location:US 80 * US 31 INT.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:138.1 ft. [42.1 m]
Total length:237.9 ft. [72.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:1992
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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,685 [as of 2013]
Truck traffic:10% 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:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.6 tons [59.6 metric tons]
Inventory rating:39.3 tons [35.7 metric tons]
Sufficiency rating:95.4
Estimated cost of work:$2,668,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201695.4GoodGoodGoodGood-16685
February 201495.4GoodGoodGoodGood-16685
February 201295.8GoodGoodGoodGood-12500
February 201095.7GoodGoodGoodGood-14135
January 200895.6GoodGoodGoodGood-15085
January 200696.6GoodGoodGoodGood-15360
December 200396.6GoodGoodGoodGood-15180
December 200196.6GoodGoodGoodGood-15180
January 200096.7GoodGoodGoodGood-14300
March 199896.6GoodVery GoodVery GoodVery Good-14655
March 199697.0GoodVery GoodVery GoodGood-13180
February 199497.1GoodExcellentExcellentExcellent-12060
May 199297.0GoodExcellentExcellentExcellent-13221