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ON RAMP FROM UNIV. over SCHUYLKILL TIDE WATER

Map 

Coordinates:
+39.94333, -75.19500
39°56'36" N, 75°11'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ON RAMP FROM UNIV. over SCHUYLKILL TIDE WATER
Structure number:000000000039388
Old structure number:678018002001500 (from 1992 edition)
Location:UNIV.AVE.INTERCH. 3589J10
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:44.0 ft. [13.4 m]
Total length:2215.0 ft. [675.1 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:10,187 [as of 2014]
Truck traffic:7% 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: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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201474.9Functionally obsoleteSatisfactorySatisfactoryFair10187
July 201280.1Not deficientSatisfactorySatisfactoryFair9771
July 201080.5Not deficientSatisfactorySatisfactoryFair8595
August 200882.0Not deficientSatisfactorySatisfactoryFair47
August 200681.0Not deficientSatisfactorySatisfactoryFair47
August 200482.0Not deficientSatisfactorySatisfactoryFair46
August 200282.0Not deficientSatisfactorySatisfactoryFair44
July 200084.0Not deficientSatisfactorySatisfactoryFair43
May 199895.0Not deficientSatisfactorySatisfactorySatisfactory42
April 199695.0Not deficientSatisfactorySatisfactorySatisfactory39
June 199465.2Not deficientSatisfactorySatisfactoryFair37
June 199271.2Functionally obsoleteGoodGoodGood36
April 199061.2Functionally obsoleteSatisfactorySatisfactoryFair34