25AX EB over RTE 907M


+40.75715, -73.85380
40°45'26" N, 73°51'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:25AX EB over RTE 907M
Structure number:000000001075970
Location:JCT GCP + I678
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:152.9 ft. [46.6 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: April 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$194,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201696.0GoodExcellentExcellentGoodFO-
April 201479.9GoodExcellentExcellentGoodFO54700
May 201279.9GoodExcellentExcellentGoodFO54700
May 201079.9GoodExcellentExcellentGoodFO54700
May 200879.9GoodExcellentExcellentGoodFO54700
April 200679.9GoodExcellentVery GoodGoodFO54700
March 200479.9GoodExcellentExcellentGood-54700
May 200279.8GoodExcellentExcellentGood-54700
March 200079.8FairVery GoodVery GoodSatisfactory-54700
May 199879.8FairVery GoodVery GoodSatisfactory-54700
June 199653.7FairVery GoodVery GoodFairFO54700
April 199437.0PoorVery GoodVery GoodPoorSD54700
May 199236.0PoorFairSatisfactoryPoorSD54700
September 199036.0PoorFairSatisfactoryPoorSD54700