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RTE I95 over RTE I278, RTE I278, WEST

Map

Coordinates:
+40.82893, -73.83698
40°49'44" N, 73°50'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I95 over RTE I278, RTE I278, WEST
Structure number:000000001066539
Location:JCT I95&I878&I78
Purpose:Carries highway overpass (third level) over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:172.9 ft. [52.7 m]
Total length:2740.3 ft. [835.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Vertical clearance below bridge:55.8 ft. [17.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1971
Year reconstructed:2002
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:21
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:78,145 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:70.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$18,008,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairGoodGoodSatisfactory7814570.0
June 2014FairGoodGoodSatisfactory10265567.3
July 2012GoodExcellentVery GoodGood10270067.3
July 2010GoodExcellentVery GoodGood14314764.7
June 2008GoodExcellentVery GoodGood5928170.1
July 2006GoodExcellentVery GoodGood5930370.1
September 2004GoodExcellentVery GoodGood14314764.7
September 2002GoodExcellentVery GoodGood14314764.7
November 2000PoorPoorFairSatisfactory14314747.9
August 1998PoorPoorFairSatisfactory5053155.7
December 1996PoorPoorPoorPoor9702149.0
November 1994PoorPoorPoorPoor9702148.1
November 1992PoorPoorPoorPoor6495452.4
October 1990PoorPoorPoorPoor6495452.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.20,96019,3191,64100
Steel Protective Coatingsq. ft.394,7177,387387,33000
Deck
Reinforced Concrete Decksq. ft.165,379165,379000
Wearing Surfacessq. ft.156,708156,708000
Substructure
Reinforced Concrete Columneach41202100
Reinforced Concrete Pier Walllinear ft.174017400
Reinforced Concrete Abutmentlinear ft.129012900
Steel Pier Caplinear ft.1,05393212100
Steel Protective Coatingsq. ft.21,966020,0081,9580
Reinforced Concrete Pier Caplinear ft.1595310600
Joints
Compression Jointlinear ft.4705341700
Assembly with Sealeach356035600
Other Jointlinear ft.164016400
Bearings
Elastomeric Bearingeach1322211000
Steel Protective Coatingsq. ft.5060496100
Pot Bearingeach3903900
Steel Protective Coatingsq. ft.8408400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5,4015,401000