+33.58610, -86.68299
33°35'10" N, 86°40'59" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 59 over WILLOW LANE
Structure number:011342
Old structure number:00000I59370343B (from 1992 edition)
Location:I 59 * WILLOW LANE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:57.1 ft. [17.4 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1975
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:Steel continuous [4]
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: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,545 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:60.3 tons [54.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:90.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,631,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201590.0FairSatisfactorySatisfactorySatisfactory-20545
December 201390.0FairSatisfactoryGoodGood-20545
December 201190.0FairSatisfactoryGoodGood-19800
December 200990.0GoodGoodGoodGood-20615
December 200790.0GoodGoodGoodGood-20575
December 200591.0GoodGoodGoodGood-19955
January 200491.0GoodGoodGoodGood-19875
February 200291.0GoodGoodGoodGood-19875
February 200091.1GoodGoodVery GoodVery Good-19220
March 199889.4GoodGoodGoodGood-35680
March 199691.6GoodGoodGoodGood-17165
March 199491.9GoodGoodGoodVery Good-13970
December 199192.0GoodGoodVery GoodVery Good-12995

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.8228061600
Steel Protective Coatingsq. ft.6,72706,72700
Reinforced Concrete Decksq. ft.5,75405,741130
Reinforced Concrete Columneach63300
Reinforced Concrete Abutmentlinear ft.140139100
Reinforced Concrete Pier Caplinear ft.7979000
Compression Jointlinear ft.8408400
Movable Bearingeach1801170
Fixed Bearingeach60600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2740250240