RTE 907M over RTE I295, RTE I295, RTE


+40.72628, -73.75691
40°43'35" N, 73°45'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 907M over RTE I295, RTE I295, RTE
Structure number:000000001076321
Location:JCT GCP+I78
Purpose:Carries highway overpass (third level) over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:81.7 ft. [24.9 m]
Total length:285.8 ft. [87.1 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:99.8 tons [90.7 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$4,279,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201577.0Functionally obsoleteFairFairSatisfactory-
August 201481.0Functionally obsoleteFairFairSatisfactory6985
August 201381.0Functionally obsoleteFairFairSatisfactory6985
August 201279.0Structurally deficientPoorFairSatisfactory6985
October 201179.0Structurally deficientPoorFairSatisfactory6985
October 201079.0Structurally deficientPoorFairSatisfactory6985
November 200981.0Functionally obsoleteFairFairSatisfactory6985
November 200881.0Functionally obsoleteFairFairSatisfactory6985
October 200792.0Functionally obsoleteFairSatisfactorySatisfactory6985
November 200681.0Functionally obsoleteFairSatisfactoryFair6985
September 200482.0Functionally obsoleteFairSatisfactoryFair6985
September 200282.0Functionally obsoleteFairSatisfactoryFair6511
May 200062.1Functionally obsoleteFairSatisfactoryFair6511
20000.0Not applicable---39000
August 199862.1Functionally obsoleteFairFairFair7217
September 199643.9Structurally deficientPoorPoorPoor8000
July 199447.0Structurally deficientPoorPoorPoor8000
September 199247.0Structurally deficientPoorPoorPoor8000
December 199047.0Structurally deficientPoorPoorPoor8000