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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
July 201463.0Functionally obsoleteSatisfactorySatisfactoryFair99054
July 201263.0Functionally obsoleteSatisfactorySatisfactoryFair54300
July 201063.0Functionally obsoleteSatisfactorySatisfactoryFair54672
July 200874.0Functionally obsoleteSatisfactorySatisfactorySatisfactory54115
August 200674.0Functionally obsoleteSatisfactorySatisfactorySatisfactory140213
March 200774.0Functionally obsoleteSatisfactorySatisfactorySatisfactory132293
August 200474.0Functionally obsoleteGoodSatisfactorySatisfactory124216
August 200274.0Functionally obsoleteGoodSatisfactorySatisfactory117086
February 200079.0Functionally obsoleteGoodGoodSatisfactory114212
January 199879.0Functionally obsoleteGoodVery GoodGood111426