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RAMP B S.B. OFF over ARAMINGO AVENUE

Map

Coordinates:
+39.97306, -75.12228
39°58'23" N, 75°07'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP B S.B. OFF over ARAMINGO AVENUE
Structure number:000000000039357
Old structure number:678011050003600 (from 1992 edition)
Location:GIRARD AVE.INTERC.3591A05
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:112.9 ft. [34.4 m]
Total length:984.0 ft. [299.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1971
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:5
Main spans material:Steel continuous [4]
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: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,518 [as of 2016]
Truck traffic:6% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:62.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$866,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016FairSatisfactoryFairSatisfactory851862.1
February 2014FairSatisfactoryFairSatisfactory778184.7
February 2012FairSatisfactoryFairSatisfactory782484.6
March 2010FairSatisfactoryFairSatisfactory646384.2
March 2008FairSatisfactoryFairFair4789.0
March 2006FairSatisfactoryFairFair4788.0
February 2004FairSatisfactoryFairFair4689.0
March 2002FairSatisfactoryFairFair4487.0
March 1999FairSatisfactoryFairFair4287.0
January 1997FairGoodSatisfactorySatisfactory3992.8
January 1995FairGoodSatisfactoryFair3782.8
March 1993FairSatisfactorySatisfactoryFair3682.8
March 1991FairGoodSatisfactoryFair3482.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,9152114,682220
Steel Protective Coatingsq. ft.129,038129,038000
Deck
Reinforced Concrete Decksq. ft.31,09830,93915900
Wearing Surfacessq. ft.25,808025,80800
Substructure
Reinforced Concrete Pier Walllinear ft.1441014210
Reinforced Concrete Abutmentlinear ft.35201500
Reinforced Concrete Pier Caplinear ft.3472538680
Joints
Assembly without Seal Jointlinear ft.162016200
Bearings
Movable Bearingeach5505500
Steel Protective Coatingsq. ft.96,77896,778000
Fixed Bearingeach3052500
Steel Protective Coatingsq. ft.64,51964,519000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4981,498000