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JOHN ROGERS DRIVE over SEABOARD RAILROAD- SHORT

Map 

Coordinates:
+33.58702, -86.65654
33°35'13" N, 86°39'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JOHN ROGERS DRIVE over SEABOARD RAILROAD- SHORT
Structure number:012830
Location:JOHN ROGERS DR * US78
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:54.1 ft. [16.5 m]
Total length:165.4 ft. [50.4 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:78.7 ft. [24.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
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: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2016]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:20.4 tons [18.5 metric tons]
Sufficiency rating:75.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,565,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201675.9FairSatisfactorySatisfactorySatisfactoryFO2500
December 201475.9FairSatisfactorySatisfactorySatisfactoryFO2500
December 201275.9FairSatisfactorySatisfactorySatisfactoryFO2500
December 201075.9FairSatisfactorySatisfactorySatisfactoryFO2500
December 200875.9FairSatisfactorySatisfactorySatisfactoryFO2500
November 200663.3FairSatisfactorySatisfactoryFairFO2500
December 200463.3FairSatisfactorySatisfactoryFairFO2500
December 200263.3FairSatisfactorySatisfactoryFairFO2500
December 200063.3FairSatisfactorySatisfactoryFairFO2500
December 199863.5FairSatisfactorySatisfactoryFairFO2000
December 199646.4PoorSatisfactoryPoorPoorSD2000
September 199425.9PoorSatisfactorySeriousPoorSD2000
September 199225.9PoorSatisfactorySeriousPoorSD2000