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INTERSTATE 95 over OREGON AVE & SHUNK ST

Map

Coordinates:
+39.91414, -75.14801
39°54'51" N, 75°08'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 95 over OREGON AVE & SHUNK ST
Structure number:000000000038549
Old structure number:670095018414100 (from 1992 edition)
Location:SOUTH PHLY 3700 G04
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:65.9 ft. [20.1 m]
Total length:1189.0 ft. [362.4 m]
Roadway width between curbs:140.1 ft. [42.7 m]
Deck width edge-to-edge:144.0 ft. [43.9 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1974
Year reconstructed:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:18
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:106,728 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:60.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$14,358,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairSatisfactory10672860.3
September 2015FairSatisfactoryFairSatisfactory12004060.3
October 2013FairSatisfactoryFairSatisfactory11690760.1
October 2011FairSatisfactoryFairSatisfactory4247565.1
October 2009FairSatisfactoryFairSatisfactory4144963.5
October 2007FairSatisfactoryFairFair9748565.5
October 2005FairSatisfactoryFairFair8912546.2
October 2003FairSatisfactorySatisfactoryFair8636246.2
October 2001FairSatisfactorySatisfactoryFair8578246.2
February 1999FairSatisfactorySatisfactoryFair9644346.2
December 1996FairSatisfactorySatisfactorySatisfactory8840381.9
December 1994FairSatisfactorySatisfactoryFair8373561.0
March 1993FairSatisfactorySatisfactoryFair8169361.0
March 1991FairSatisfactorySatisfactorySatisfactory7740971.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.22,73522,3761352195
Deck
Reinforced Concrete Decksq. ft.174,717170,0634,65400
Wearing Surfacessq. ft.167,2120167,21200
Substructure
Reinforced Concrete Columneach111852600
Reinforced Concrete Abutmentlinear ft.147147000
Reinforced Concrete Pier Caplinear ft.2,5802,440104360
Joints
Assembly without Seal Jointlinear ft.1,01201,01200
Other Jointlinear ft.144014400
Bearings
Elastomeric Bearingeach453453000
Movable Bearingeach255025500
Steel Protective Coatingsq. ft.139,791139,791000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4,4764,4521860