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61st Street over SEPTA (AHSL)

Map 

Coordinates:
+39.92287, -75.21956
39°55'22" N, 75°13'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:61st Street over SEPTA (AHSL)
Structure number:000000000039152
Old structure number:677301005002450 (from 1992 edition)
Location:S of Eastwick Ave - 36H04
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:30.8 ft. [9.4 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:72.2 ft. [22.0 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 1976]
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:85.8 tons [78.0 metric tons]
Inventory rating:61.8 tons [56.2 metric tons]
Sufficiency rating:70.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$189,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201670.1PoorPoorSatisfactoryFairSD20000
March 201470.1PoorPoorSatisfactoryFairSD20000
March 201270.1PoorPoorSatisfactoryFairSD20000
March 201070.1PoorPoorSatisfactoryFairSD20000
April 200817.9PoorPoorSatisfactoryFairSD20000
March 200870.1PoorPoorSatisfactoryFairSD20000
March 200672.3FairFairSatisfactoryFairFO20000
March 200474.4FairFairSatisfactoryFairFO20000
March 200276.5FairFairSatisfactoryFairFO20000
March 200076.5FairFairSatisfactoryFairFO20000
March 199876.5FairFairSatisfactoryFairFO20000
March 199675.4FairSatisfactorySatisfactoryFairFO20000
March 199477.3FairSatisfactorySatisfactoryFair-20000
March 199273.0FairSatisfactorySatisfactoryGoodFO20000
March 199073.0FairSatisfactorySatisfactoryGoodFO20000