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JFK BLVD. over SCHUYLKILL RIVER;CSX RR

Map

Coordinates:
+39.95534, -75.17912
39°57'19" N, 75°10'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:JFK BLVD. over SCHUYLKILL RIVER;CSX RR
Structure number:000000000039017
Old structure number:673037001200000 (from 1992 edition)
Location:30TH STREET STA. 3590B08
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:185.0 ft. [56.4 m]
Total length:487.9 ft. [148.7 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:2009
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:2
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,327 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:76.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$5,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201576.1FairGoodSatisfactorySatisfactory-13327
September 201376.1FairGoodSatisfactorySatisfactory-13327
September 201176.9FairGoodSatisfactorySatisfactory-1914
September 200976.8FairGoodSatisfactorySatisfactory-2627
September 200811.8PoorFairSeriousFair-2627
April 20082.0PoorFairSeriousFairSD13464
July 20062.0PoorFairSeriousFairSD13243
November 20053.0PoorSatisfactorySeriousFairSD13360
July 20042.0PoorFairSeriousFairSD13175
July 20036.0PoorFairSeriousFairSD13175
June 20026.0PoorFairSeriousFairSD21957
June 200036.4PoorFairSeriousFairSD21525