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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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2014]
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:46.0 tons [41.8 metric tons]
Inventory rating:20.4 tons [18.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,902,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201475.9Functionally obsoleteSatisfactorySatisfactorySatisfactory2500
December 201275.9Functionally obsoleteSatisfactorySatisfactorySatisfactory2500
December 201075.9Functionally obsoleteSatisfactorySatisfactorySatisfactory2500
December 200875.9Functionally obsoleteSatisfactorySatisfactorySatisfactory2500
November 200663.3Functionally obsoleteSatisfactorySatisfactoryFair2500
December 200463.3Functionally obsoleteSatisfactorySatisfactoryFair2500
December 200263.3Functionally obsoleteSatisfactorySatisfactoryFair2500
December 200063.3Functionally obsoleteSatisfactorySatisfactoryFair2500
December 199863.5Functionally obsoleteSatisfactorySatisfactoryFair2000
December 199646.4Structurally deficientSatisfactoryPoorPoor2000
September 199425.9Structurally deficientSatisfactorySeriousPoor2000
September 199225.9Structurally deficientSatisfactorySeriousPoor2000