RTE 907M over 25A NORTHERN BLVD, 25A E


+40.75836, -73.85005
40°45'30" N, 73°51'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 907M over 25A NORTHERN BLVD, 25A E
Structure number:00000000105591G
Location:JCT GCP & I678
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:88.9 ft. [27.1 m]
Total length:658.8 ft. [200.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1990
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:9
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: August 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:4,280 [as of 2009]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:50.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$55,276,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201650.5PoorVery GoodPoorFairSD4280
September 201550.5PoorExcellentPoorFairSD4280
October 201450.5PoorExcellentPoorFairSD4280
August 201350.5PoorExcellentFairPoorSD4280
October 201250.5PoorExcellentFairPoorSD4280
October 201150.5PoorExcellentGoodPoorSD4280
September 201066.7FairExcellentGoodFairFO4280
August 200966.7FairExcellentGoodFairFO4280
July 200866.7FairExcellentGoodFairFO4280
June 200668.7FairExcellentGoodFair-4280
April 200466.7FairExcellentGoodFairFO4280
June 200266.7FairExcellentGoodFairFO4280
May 200070.8FairExcellentSatisfactorySatisfactoryFO4280
July 199861.8FairExcellentSatisfactorySatisfactoryFO4280
August 199648.8PoorVery GoodFairPoorSD4280
July 199549.0PoorVery GoodFairPoorSD4280
July 199449.0PoorVery GoodFairPoorSD4280
November 199249.0PoorVery GoodFairPoorSD4280
November 199049.0PoorVery GoodPoorPoorSD4280