+33.48319, -86.77921
33°28'59" N, 86°46'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 280 over LANE PARK RAMP
Structure number:008324
Old structure number:00000038370004B (from 1992 edition)
Location:US 280 * LANE PK RAMP
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:80.1 ft. [24.4 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:44°
Owner:State Highway Agency [01]
Year built:1964
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 [3]
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: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,655 [as of 2015]
Truck traffic:6% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.7 tons [57.0 metric tons]
Inventory rating:37.5 tons [34.1 metric tons]
Sufficiency rating:78.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,884,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201578.2FairSatisfactorySatisfactorySatisfactoryFO6655
July 201378.2FairSatisfactorySatisfactorySatisfactoryFO6655
July 201178.2FairSatisfactorySatisfactorySatisfactoryFO6341
July 200978.2FairSatisfactorySatisfactoryGoodFO6776
July 200778.2FairSatisfactorySatisfactoryGoodFO6282
July 200578.3FairSatisfactoryGoodGoodFO6117
June 200378.3FairSatisfactoryGoodGoodFO5933
June 200178.3FairSatisfactoryGoodGoodFO5933
June 199975.5FairSatisfactoryGoodGoodFO28610
June 199764.2FairGoodFairGoodFO26420
June 199578.5FairGoodSatisfactoryGood-26490
June 199377.4FairGoodSatisfactoryGood-27353
February 199175.6GoodGoodGoodGood-25835

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,4841,16303210
Steel Protective Coatingsq. ft.19,8868019,3260480
Reinforced Concrete Decksq. ft.10,8125,0855,72430
Reinforced Concrete Columneach62310
Reinforced Concrete Abutmentlinear ft.126813690
Reinforced Concrete Pier Caplinear ft.96722310
Compression Jointlinear ft.136000136
Open Jointlinear ft.6864040
Elastomeric Bearingeach1812600
Movable Bearingeach1200120
Fixed Bearingeach1201200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.424424000