RTE I678 over 25AX E TO 25AX W, RTE 25


+40.76251, -73.84205
40°45'45" N, 73°50'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I678 over 25AX E TO 25AX W, RTE 25
Structure number:00000000105591D
Location:JCT GCP & I678
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:154.9 ft. [47.2 m]
Total length:776.9 ft. [236.8 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:16.1 ft. [4.9 m]
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]
Number of main spans:12
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: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,766 [as of 2003]
Truck traffic:9% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:92.0 tons [83.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:75.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$14,410,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201675.3FairExcellentGoodSatisfactoryFO10766
May 201475.2FairExcellentGoodSatisfactoryFO10766
June 201264.0FairExcellentGoodFairFO10766
July 201164.0FairExcellentGoodFairFO10766
July 201064.0FairExcellentGoodFairFO10766
July 200864.0FairExcellentGoodFairFO10766
July 200675.2GoodExcellentVery GoodGoodFO10766
April 200475.2GoodExcellentVery GoodGood-10766
June 200270.4GoodExcellentGoodGood-86591
May 200070.4FairVery GoodSatisfactorySatisfactory-86591
June 199870.4FairVery GoodSatisfactoryGood-86591
June 199635.0PoorVery GoodFairPoorSD86591
May 199435.0PoorVery GoodFairPoorSD86591
July 199232.0PoorPoorPoorPoorSD86591
October 199034.0PoorPoorPoorPoorSD86591