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


+40.71744, -73.82653
40°43'03" N, 73°49'35" 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:14.8 ft. [4.5 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 2016 

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]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:47.3
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$18,098,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201647.3FairFairFairFairFO137020
November 201558.1FairFairFairFairFO137020
November 201461.9FairFairFairFairFO137020
November 201362.9FairSatisfactoryFairFairFO137000
December 201262.9FairSatisfactoryFairFairFO137000
November 201062.9FairSatisfactoryFairFairFO144623
December 200862.9FairSatisfactoryFairFairFO144623
August 200662.9FairSatisfactoryFairFairFO142949
July 200563.9FairSatisfactoryFairFairFO141358
May 200463.9FairSatisfactoryFairSatisfactoryFO141358
May 200363.9FairSatisfactoryFairSatisfactoryFO156224
December 200264.0FairSatisfactoryFairSatisfactoryFO166440
November 200164.0FairSatisfactoryFairSatisfactoryFO166440
June 200075.0FairSatisfactorySatisfactorySatisfactoryFO166440
September 199975.0FairSatisfactorySatisfactoryGoodFO154679
August 199874.0FairFairSatisfactorySatisfactoryFO153138
September 199645.0PoorPoorPoorPoorSD156578
July 199445.0PoorPoorPoorPoorSD68857
August 199230.0PoorPoorPoorSeriousSD189532
November 199045.0PoorPoorPoorPoorSD189532