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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 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201576.1Not deficientGoodSatisfactorySatisfactory13327
September 201376.1Not deficientGoodSatisfactorySatisfactory13327
September 201176.9Not deficientGoodSatisfactorySatisfactory1914
September 200976.8Not deficientGoodSatisfactorySatisfactory2627
September 200811.8Not deficientFairSeriousFair2627
April 20082.0Structurally deficientFairSeriousFair13464
July 20062.0Structurally deficientFairSeriousFair13243
November 20053.0Structurally deficientSatisfactorySeriousFair13360
July 20042.0Structurally deficientFairSeriousFair13175
July 20036.0Structurally deficientFairSeriousFair13175
June 20026.0Structurally deficientFairSeriousFair21957
June 200036.4Structurally deficientFairSeriousFair21525