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RTE I278 over WB LAUREL HILL BD

Map

Coordinates:
+40.73848, -73.90369
40°44'19" N, 73°54'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over WB LAUREL HILL BD
Structure number:000000001075910
Location:1.1 MI NE JCT I278 & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:121.7 ft. [37.1 m]
Total length:555.1 ft. [169.2 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,933 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:82.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,415,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairGoodGoodFair493382.7
June 2015FairGoodGoodFair-83.0
June 2014FairGoodGoodFair79683.0
June 2013FairGoodGoodFair79683.0
July 2011FairSatisfactorySatisfactorySatisfactory79696.0
July 2009FairSatisfactorySatisfactorySatisfactory79696.0
July 2007FairSatisfactorySatisfactorySatisfactory79696.0
June 2005FairSatisfactorySatisfactoryFair79685.0
April 2004PoorSatisfactorySatisfactoryPoor79668.9
May 2003FairGoodGoodFair79684.0
June 2001FairSatisfactoryGoodSatisfactory79695.0
March 1999FairSatisfactoryGoodSatisfactory79693.0
June 1997FairSatisfactoryGoodSatisfactory79693.0
July 1995PoorFairFairPoor1040061.6
July 1993PoorFairFairPoor1040061.6
September 1991PoorFairFairPoor1040061.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3,2962,96832800
Steel Girder/Beamlinear ft.7396657400
Steel Protective Coatingsq. ft.2,9562,66029600
Steel Stringerlinear ft.1010000
Steel Protective Coatingsq. ft.3030000
Deck
Reinforced Concrete Decksq. ft.4,1233,0931,03000
Wearing Surfacessq. ft.3,6142,5091,084210
Prestressed Concrete Top Flangesq. ft.11,53610,3831,15300
Wearing Surfacessq. ft.8,6006,8801,72000
Substructure
Reinforced Concrete Pier Walllinear ft.2802440
Reinforced Concrete Abutmentlinear ft.60302460
Reinforced Concrete Pile Cap/Footinglinear ft.3528700
Steel Pileeach70412270
Steel Protective Coatingsq. ft.2,6002,41618400
Reinforced Concrete Pier Caplinear ft.1408138210
Joints
Compression Jointlinear ft.19820150280
Bearings
Elastomeric Bearingeach8888000
Movable Bearingeach53200
Steel Protective Coatingsq. ft.53200
Fixed Bearingeach52210
Steel Protective Coatingsq. ft.53200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0689887730