RTE I678 over RTE 907M, RTE 907M, RTE


+40.75740, -73.85236
40°45'27" N, 73°51'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over RTE 907M, RTE 907M, RTE
Structure number:000000001075930
Location:JCT GCP+I678
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:176.8 ft. [53.9 m]
Total length:727.1 ft. [221.6 m]
Roadway width between curbs:41.7 ft. [12.7 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1994
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:10
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,488,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairGoodFairFair-79.1
November 2014FairVery GoodFairFair9258357.6
November 2012FairVery GoodFairFair9258357.6
December 2010PoorVery GoodSatisfactoryPoor9258338.4
December 2009FairVery GoodSatisfactoryFair9258357.6
December 2008FairVery GoodSatisfactoryFair9258357.6
October 2006FairVery GoodSatisfactorySatisfactory9258369.8
October 2004FairVery GoodSatisfactorySatisfactory9258368.8
October 2002FairVery GoodSatisfactorySatisfactory9258369.8
October 2000FairVery GoodSatisfactorySatisfactory9258371.8
November 1998GoodVery GoodGoodGood7146973.2
December 1996PoorSatisfactoryPoorPoor6885733.6
December 1994PoorSatisfactoryPoorPoor6885740.1
October 1992PoorVery GoodPoorPoor11187437.0
October 1990PoorPoorPoorPoor11187434.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,36801,276920
Steel Protective Coatingsq. ft.11,91009,9301,9800
Steel Stringerlinear ft.3,00602,8032030
Steel Protective Coatingsq. ft.29,541024,4405,1010
Reinforced Concrete Decksq. ft.32,80732,64016520
Wearing Surfacessq. ft.30,56430,27029220
Steel Floor Beamlinear ft.2450181640
Steel Protective Coatingsq. ft.8,38106,1382,2430
Reinforced Concrete Columneach1841310
Reinforced Concrete Abutmentlinear ft.120011550
Reinforced Concrete Pier Caplinear ft.2161635120
Compression Jointlinear ft.495004950
Elastomeric Bearingeach7807440
Steel Protective Coatingsq. ft.78061260
Fixed Bearingeach3002640
Steel Protective Coatingsq. ft.3000030
Pot Bearingeach80800
Steel Protective Coatingsq. ft.48036120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4581,3778100