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INTERSTATE 95 over SHUNK ST.TO MIFFLIN ST.

Map

Coordinates:
+39.91556, -75.14753
39°54'56" N, 75°08'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 95 over SHUNK ST.TO MIFFLIN ST.
Structure number:000000000038552
Old structure number:670095019000000 (from 1992 edition)
Location:S.PHILA 3700G04
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:79.1 ft. [24.1 m]
Total length:2978.2 ft. [907.7 m]
Roadway width between curbs:135.8 ft. [41.4 m]
Deck width edge-to-edge:139.8 ft. [42.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1967
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:44
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

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:65.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$77,465,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairSatisfactory10672865.5
September 2015FairSatisfactoryFairSatisfactory12004065.5
October 2013FairSatisfactoryFairSatisfactory11690765.4
October 2011FairSatisfactoryFairSatisfactory4247566.1
October 2009FairSatisfactoryFairSatisfactory4144965.5
October 2007FairFairFairFair9748563.2
October 2005PoorFairFairPoor9197546.9
September 2003PoorFairFairPoor9197546.9
October 2001PoorFairFairPoor9197546.9
February 1999PoorFairFairPoor9197546.9
December 1996FairSatisfactorySatisfactorySatisfactory2680085.0
January 1995FairSatisfactoryFairFair2680074.0
March 1993FairSatisfactorySatisfactoryFair2680074.0
March 1991FairSatisfactorySatisfactoryFair2680074.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.54,39753,23755852775
Deck
Reinforced Concrete Decksq. ft.424,4670424,46700
Substructure
Reinforced Concrete Columneach2631906760
Prestressed Concrete Pier Caplinear ft.6868000
Reinforced Concrete Pier Caplinear ft.6,1245,5762323160
Joints
Assembly without Seal Jointlinear ft.2,4571,2591,19800
Other Jointlinear ft.144014400
Bearings
Elastomeric Bearingeach1,0091,009000
Movable Bearingeach61419741700
Steel Protective Coatingsq. ft.365,607365,607000
Fixed Bearingeach2952400
Steel Protective Coatingsq. ft.21,50621,506000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.11,44911,34283240