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RTE I278 over MOSEL AVE

Map

Coordinates:
+40.60652, -74.08269
40°36'23" N, 74°04'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over MOSEL AVE
Structure number:000000001067821
Location:2.7MI W JCT I278+BELT PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:79.7 ft. [24.3 m]
Total length:176.8 ft. [53.9 m]
Roadway width between curbs:89.9 ft. [27.4 m]
Deck width edge-to-edge:106.0 ft. [32.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1965
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 [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:63,028 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:88.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$13,305,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairGoodGood6302888.6
July 2015FairFairGoodFair6302858.3
July 2014FairFairGoodFair6302856.9
October 2013PoorFairGoodPoor6305041.7
June 2012FairFairGoodFair6305056.9
June 2010FairFairGoodFair12351052.2
August 2008FairFairGoodFair12351052.2
May 2006FairGoodGoodFair12351053.4
May 2004FairSatisfactoryGoodFair12351053.4
May 2002FairSatisfactoryGoodFair12327155.9
March 2000FairSatisfactoryVery GoodFair18424252.0
June 1999FairFairSatisfactoryFair17343351.0
March 1998PoorFairGoodSerious17010520.0
June 1996PoorPoorSatisfactoryPoor8415036.0
October 1994PoorPoorFairPoor5620537.8
October 1992PoorPoorFairPoor5482438.0
September 1990PoorPoorSatisfactoryPoor5482457.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,7662,766000
Steel Protective Coatingsq. ft.27,41227,412000
Deck
Reinforced Concrete Decksq. ft.16,85916,01784200
Wearing Surfacessq. ft.12,24312,236610
Substructure
Reinforced Concrete Columneach1413100
Reinforced Concrete Abutmentlinear ft.290283520
Reinforced Concrete Pier Caplinear ft.290290000
Joints
Compression Jointlinear ft.5821452901470
Bearings
Elastomeric Bearingeach3203200
Steel Protective Coatingsq. ft.128012800
Movable Bearingeach32161600
Steel Protective Coatingsq. ft.128012800
Fixed Bearingeach32161600
Steel Protective Coatingsq. ft.128012800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3122880240
Steel Protective Coatingsq. ft.1,97101,97100