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I-78 EB over BEAVER BROOK

Map

Coordinates:
+40.63664, -74.90106
40°38'12" N, 74°54'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-78 EB over BEAVER BROOK
Structure number:1016160
Location:0.49M W.OF I-78,EXIT.16
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.0 ft. [18.3 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span 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: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:103,859 [as of 2016]
Truck traffic:9% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:69.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory10385969.5
August 2016FairGoodSatisfactorySatisfactory10385969.5
August 2014FairSatisfactoryGoodSatisfactory5352075.2
September 2012FairSatisfactorySatisfactorySatisfactory5352089.9
October 2010FairSatisfactorySatisfactorySatisfactory5205490.1
October 2008FairSatisfactoryGoodSatisfactory4700090.5
October 2006FairSatisfactoryGoodSatisfactory3600093.6
October 2004FairSatisfactoryGoodSatisfactory3600093.6
October 2002FairSatisfactoryGoodSatisfactory3600093.6
October 2000FairSatisfactoryGoodSatisfactory3500093.7
October 1998FairSatisfactoryGoodSatisfactory3380093.8
October 1996FairSatisfactoryGoodSatisfactory3080094.1
August 1996FairSatisfactoryGoodSatisfactory3080094.1
August 1994FairGoodGoodSatisfactory2250092.1
August 1992FairVery GoodSatisfactorySatisfactory2250092.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.418412510
Deck
Reinforced Concrete Decksq. ft.3,8063,7763000
Wearing Surfacessq. ft.3,8063,7614500
Substructure
Reinforced Concrete Abutmentlinear ft.1834014210
Joints
Pourable Jointlinear ft.164163100
Bearings
Movable Bearingeach74300
Fixed Bearingeach72500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.128127100
Reinforced Concrete Bridge Raillinear ft.128893090