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

Map

Coordinates:
+40.75836, -73.85005
40°45'30" N, 73°51'00" W

Facts

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:659.2 ft. [200.9 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:13.1 ft. [4.0 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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,280 [as of 2009]
Deck condition:Very Good [8 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:66.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$13,388,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairVery GoodFairFair428066.7
August 2016PoorVery GoodPoorFair428050.5
September 2015PoorExcellentPoorFair428050.5
October 2014PoorExcellentPoorFair428050.5
August 2013PoorExcellentFairPoor428050.5
October 2012PoorExcellentFairPoor428050.5
October 2011PoorExcellentGoodPoor428050.5
September 2010FairExcellentGoodFair428066.7
August 2009FairExcellentGoodFair428066.7
July 2008FairExcellentGoodFair428066.7
June 2006FairExcellentGoodFair428068.7
April 2004FairExcellentGoodFair428066.7
June 2002FairExcellentGoodFair428066.7
May 2000FairExcellentSatisfactorySatisfactory428070.8
July 1998FairExcellentSatisfactorySatisfactory428061.8
August 1996PoorVery GoodFairPoor428048.8
July 1995PoorVery GoodFairPoor428049.0
July 1994PoorVery GoodFairPoor428049.0
November 1992PoorVery GoodFairPoor428049.0
November 1990PoorVery GoodPoorPoor428049.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,3563,18316490
Steel Protective Coatingsq. ft.30,01427,8352,0150164
Deck
Reinforced Concrete Decksq. ft.21,74721,31743000
Wearing Surfacessq. ft.19,63819,08155430
Substructure
Reinforced Concrete Columneach118210
Steel Pier Caplinear ft.1691267360
Steel Protective Coatingsq. ft.2,5889293721,620
Reinforced Concrete Pier Caplinear ft.9990900
Joints
Compression Jointlinear ft.268292919416
Bearings
Elastomeric Bearingeach3737000
Steel Protective Coatingsq. ft.3729800
Movable Bearingeach2520050
Steel Protective Coatingsq. ft.2520005
Fixed Bearingeach1510050
Steel Protective Coatingsq. ft.1510050
Other Bearingeach84400
Steel Protective Coatingsq. ft.80440
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3181,2506260