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Oak Lane Avenue over SEPTA (BETH BR)

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Oak Lane Avenue over SEPTA (BETH BR)
Structure number:000000000039266
Old structure number:677301090001920 (from 1992 edition)
Location:W of 8th Street 18A06
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:53.2 ft. [16.2 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Vertical clearance above deck:24.9 ft. [7.6 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1902
Year reconstructed:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 1980]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:94.8 tons [86.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:81.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201581.8FairSatisfactoryFairFairFO1200
November 201381.8FairSatisfactoryFairFairFO1200
November 201181.8FairSatisfactoryFairFairFO1200
November 200981.8FairSatisfactoryFairFairFO1200
November 200781.8FairSatisfactoryFairFairFO1200
November 200581.8FairSatisfactoryFairFairFO1200
November 200381.8FairSatisfactoryFairFairFO1200
November 200186.8FairSatisfactoryFairFair-1200
November 199985.8FairSatisfactorySatisfactoryFair-1200
November 199785.8FairGoodGoodFair-1200
November 199584.8FairGoodGoodFairFO1200
November 199384.8FairGoodGoodFairFO1200
November 199183.8FairFairSatisfactoryFairFO1200