RTE 25 over RTE 907M


+40.75846, -73.85464
40°45'30" N, 73°51'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 25 over RTE 907M
Structure number:000000001075950
Location:JCT G C PKWY & I678
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:94.8 ft. [28.9 m]
Total length:97.8 ft. [29.8 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1995
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]
Average daily traffic:29,043 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:75.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$209,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201675.1GoodExcellentGoodGoodFO29043
April 201475.0GoodExcellentGoodGoodFO31630
May 201275.0GoodExcellentGoodGoodFO31600
May 201072.3GoodExcellentVery GoodGoodFO72763
May 200872.3GoodExcellentVery GoodGoodFO72763
April 200673.5GoodExcellentVery GoodGoodFO54700
March 200473.5GoodExcellentVery GoodGood-54700
May 200273.5GoodExcellentVery GoodGood-54700
March 200073.5FairVery GoodSatisfactorySatisfactory-54700
May 199873.5FairVery GoodSatisfactorySatisfactory-54700
May 199657.5FairVery GoodFairFair-54700
April 199436.1PoorPoorFairPoorSD54700
May 199236.1PoorPoorFairPoorSD54700
August 199136.1PoorPoorFairPoorSD54700