RTE 25 over RTE 907M


+40.75938, -73.85383
40°45'34" N, 73°51'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 25 over RTE 907M
Structure number:000000001075960
Location:JCT GCP+I678
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:116.8 ft. [35.6 m]
Total length:119.8 ft. [36.5 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1994
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: June 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,227 [as of 1997]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:100.8 tons [91.6 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:94.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$84,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201594.4FairVery GoodSatisfactorySatisfactoryFO12227
May 201394.4FairVery GoodSatisfactorySatisfactoryFO12227
June 201194.4FairVery GoodSatisfactorySatisfactoryFO12227
May 200994.4FairExcellentSatisfactorySatisfactoryFO12227
May 200794.4FairExcellentSatisfactorySatisfactoryFO12227
May 200594.4FairExcellentSatisfactorySatisfactoryFO12227
April 200394.4FairExcellentSatisfactorySatisfactoryFO12227
May 200194.4FairExcellentSatisfactorySatisfactory-12227
January 199994.4FairExcellentVery GoodSatisfactory-12227
April 199794.4GoodExcellentVery GoodVery Good-12227
May 199548.5PoorVery GoodSatisfactoryPoorSD8464
March 199547.4PoorFairSatisfactoryPoorSD8464
May 199247.4PoorFairSatisfactoryPoorSD8464
September 199060.9PoorPoorSatisfactoryPoorSD8464