RTE I678 over 907M GCP WEST, 908B TO V


+40.71744, -73.82653
40°43'03" N, 73°49'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over 907M GCP WEST, 908B TO V
Structure number:000000001055750
Location:JCT GCP+ROUTE 678
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:159.1 ft. [48.5 m]
Total length:1176.9 ft. [358.7 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1963
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:13
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:137,020 [as of 2012]
Truck traffic:15% of total traffic
Deck condition:Fair [5 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: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]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:43.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$24,526,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairFairFairFair13702043.0
November 2016FairFairFairFair13702047.3
November 2015FairFairFairFair13702058.1
November 2014FairFairFairFair13702061.9
November 2013FairSatisfactoryFairFair13700062.9
December 2012FairSatisfactoryFairFair13700062.9
November 2010FairSatisfactoryFairFair14462362.9
December 2008FairSatisfactoryFairFair14462362.9
August 2006FairSatisfactoryFairFair14294962.9
July 2005FairSatisfactoryFairFair14135863.9
May 2004FairSatisfactoryFairSatisfactory14135863.9
May 2003FairSatisfactoryFairSatisfactory15622463.9
December 2002FairSatisfactoryFairSatisfactory16644064.0
November 2001FairSatisfactoryFairSatisfactory16644064.0
June 2000FairSatisfactorySatisfactorySatisfactory16644075.0
September 1999FairSatisfactorySatisfactoryGood15467975.0
August 1998FairFairSatisfactorySatisfactory15313874.0
September 1996PoorPoorPoorPoor15657845.0
July 1994PoorPoorPoorPoor6885745.0
August 1992PoorPoorPoorSerious18953230.0
November 1990PoorPoorPoorPoor18953245.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.7,4002,5614,811244
Steel Protective Coatingsq. ft.75,784075,78400
Reinforced Concrete Decksq. ft.45,46115,16129,6386620
Wearing Surfacessq. ft.41,6133,38738,22330
Steel Pin or Pin & Hangar Assemblyeach50230
Steel Protective Coatingsq. ft.50500
Reinforced Concrete Columneach1801440
Reinforced Concrete Pier Walllinear ft.4104100
Reinforced Concrete Abutmentlinear ft.8808620
Reinforced Concrete Pile Cap/Footinglinear ft.107010700
Reinforced Concrete Pileeach10100
Reinforced Concrete Pier Caplinear ft.5530471820
Compression Jointlinear ft.472015630610
Movable Bearingeach74039350
Steel Protective Coatingsq. ft.74025490
Fixed Bearingeach93065280
Steel Protective Coatingsq. ft.93062310
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,99201,99200
Steel Protective Coatingsq. ft.7,17707,17700