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VINE STREET EXWAY. over SCHUYLKILL R.,RAMP D,CSX

Map

Coordinates:
+39.96012, -75.18086
39°57'36" N, 75°10'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:VINE STREET EXWAY. over SCHUYLKILL R.,RAMP D,CSX
Structure number:000000000038686
Old structure number:670676000206220 (from 1992 edition)
Location:VINE ST.INTERCH. 3590B07
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:170.0 ft. [51.8 m]
Total length:887.2 ft. [270.4 m]
Roadway width between curbs:83.0 ft. [25.3 m]
Deck width edge-to-edge:94.5 ft. [28.8 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:1989
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: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: July 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:99,054 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:63.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201463.0FairSatisfactorySatisfactoryFairFO99054
July 201263.0FairSatisfactorySatisfactoryFairFO54300
July 201063.0FairSatisfactorySatisfactoryFairFO54672
July 200874.0FairSatisfactorySatisfactorySatisfactoryFO54115
March 200774.0FairSatisfactorySatisfactorySatisfactoryFO132293
August 200674.0FairSatisfactorySatisfactorySatisfactoryFO140213
August 200474.0FairGoodSatisfactorySatisfactoryFO124216
August 200274.0FairGoodSatisfactorySatisfactoryFO117086
February 200079.0FairGoodGoodSatisfactoryFO114212
January 199879.0GoodGoodVery GoodGoodFO111426