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INTERSTATE 95 S.B. over PENROSE AVE/TRIB MINGO C

Map

Coordinates:
+39.89222, -75.22391
39°53'32" N, 75°13'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 95 S.B. over PENROSE AVE/TRIB MINGO C
Structure number:000000000038517
Old structure number:670095013516910 (from 1992 edition)
Location:N.PLATT BRIDGE 3699E08
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:233.9 ft. [71.3 m]
Total length:1554.2 ft. [473.7 m]
Roadway width between curbs:72.8 ft. [22.2 m]
Deck width edge-to-edge:77.4 ft. [23.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1984
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:51,030 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:86.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016FairSatisfactorySatisfactorySatisfactory5103086.3
January 2014FairSatisfactorySatisfactorySatisfactory4682289.6
January 2012FairSatisfactorySatisfactorySatisfactory4657089.7
January 2010FairSatisfactorySatisfactorySatisfactory4300890.9
January 2008FairSatisfactorySatisfactorySatisfactory6214785.7
January 2006FairSatisfactorySatisfactorySatisfactory5863785.9
December 2003FairSatisfactorySatisfactorySatisfactory5345383.4
March 2002GoodGoodGoodGood5417685.3
May 1999GoodGoodGoodGood7383883.3
February 1997FairGoodSatisfactoryGood7041783.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,4604,82064000
Steel Protective Coatingsq. ft.32,25932,259000
Prestressed Concrete Girder/Beamlinear ft.9,2289,15262140
Deck
Reinforced Concrete Decksq. ft.120,6700120,67000
Substructure
Reinforced Concrete Pier Walllinear ft.5985465200
Reinforced Concrete Abutmentlinear ft.7873500
Reinforced Concrete Pier Caplinear ft.99987912000
Joints
Compression Jointlinear ft.7016230078
Other Jointlinear ft.234228006
Bearings
Elastomeric Bearingeach188949400
Pot Bearingeach4030703
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,1341,8791,25500