RTE I95 over RTE 908A, 908X908AX1M120


+40.82825, -73.84114
40°49'42" N, 73°50'28" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I95 over RTE 908A, 908X908AX1M120
Structure number:00000000106653A
Location:JCT I95 & I878 & I78
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:174.9 ft. [53.3 m]
Total length:1501.1 ft. [457.5 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 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:11
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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:102,655 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:91.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,635,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactoryGoodGood10265591.0
July 2014FairSatisfactoryGoodGood7000091.0
July 2012GoodGoodGoodGood7000091.0
August 2010GoodGoodGoodGood7000091.0
July 2008GoodGoodGoodGood7000091.0
July 2006GoodGoodGoodGood7000091.0
September 2004GoodVery GoodGoodGood7000091.0
September 2002GoodVery GoodGoodGood7000089.7
August 2000FairFairFairSatisfactory7000079.0
May 1998FairFairFairSatisfactory7000075.1
October 1996PoorPoorPoorPoor7000060.7
August 1994PoorPoorPoorPoor7000055.9
August 1992PoorPoorPoorPoor7000055.9
August 1990PoorPoorPoorPoor7000055.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Closed Web/Box Girderlinear ft.6615966500
Steel Protective Coatingsq. ft.25,73921,0732,3682,2980
Steel Girder/Beamlinear ft.13,47613,474020
Steel Protective Coatingsq. ft.218,862207,24311,594025
Reinforced Concrete Decksq. ft.104,53090,0475,6468,8370
Reinforced Concrete Columneach1813050
Reinforced Concrete Abutmentlinear ft.92692300
Pourable Jointlinear ft.428281109380
Assembly with Sealeach20112840330
Elastomeric Bearingeach5451300
Steel Protective Coatingsq. ft.3181081051050
Pot Bearingeach2521040
Steel Protective Coatingsq. ft.20013753100
Disk Bearingeach2020000
Steel Protective Coatingsq. ft.120685200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,9992,67032900