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US 280 over LANE PARK RAMP

Map 

Coordinates:
+33.48319, -86.77921
33°28'59" N, 86°46'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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