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RAMP M & RAMP K over ORTHODOX,PEARCE,ARAMINGO

Map

Coordinates:
+40.00539, -75.07568
40°00'19" N, 75°04'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP M & RAMP K over ORTHODOX,PEARCE,ARAMINGO
Structure number:000000000039397
Old structure number:678019025000010 (from 1992 edition)
Location:ARAMINGO INTER. 3481H10
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:140.1 ft. [42.7 m]
Total length:537.1 ft. [163.7 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1974
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:2
Main spans material:Steel [3]
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,303 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:72.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,516,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairSatisfactorySatisfactory1230372.5
October 2015FairFairSatisfactorySatisfactory1192274.6
November 2013FairSatisfactorySatisfactorySatisfactory1192294.6
November 2011FairSatisfactorySatisfactorySatisfactory1136094.8
November 2009FairSatisfactorySatisfactorySatisfactory13498.0
November 2007FairSatisfactorySatisfactorySatisfactory13398.0
December 2005FairSatisfactorySatisfactorySatisfactory13098.0
November 2003FairSatisfactorySatisfactorySatisfactory12698.0
November 2001FairSatisfactorySatisfactorySatisfactory12096.0
February 1999FairSatisfactorySatisfactorySatisfactory12096.0
December 1996FairSatisfactoryGoodGood11298.5
January 1995FairSatisfactorySatisfactoryGood10698.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,6592,9861,663100
Steel Protective Coatingsq. ft.75,27275,272000
Deck
Reinforced Concrete Decksq. ft.30,967030,96700
Superstructure
Steel Floor Beamlinear ft.340145131595
Steel Protective Coatingsq. ft.53,76653,766000
Substructure
Reinforced Concrete Columneach1613300
Reinforced Concrete Pier Caplinear ft.1281052300
Joints
Strip Seal Jointlinear ft.3460333013
Bearings
Movable Bearingeach75294501
Steel Protective Coatingsq. ft.75,27275,272000
Fixed Bearingeach1991000
Steel Protective Coatingsq. ft.32,25932,259000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,14399115200