RTE 907M over RTE I295, RTE I295, 295I


+40.72624, -73.75708
40°43'34" 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, 295I
Structure number:000000001076322
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:287.7 ft. [87.7 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:14.4 ft. [4.4 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:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:1,327 [as of 2000]
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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:71.8 tons [65.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$4,408,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201480.0Functionally obsoleteFairFairSatisfactory1327
August 201380.0Functionally obsoleteFairFairSatisfactory1327
September 201280.0Functionally obsoleteFairFairGood1327
October 201080.0Functionally obsoleteFairFairGood1327
October 200880.0Functionally obsoleteFairFairGood1327
November 200664.0Structurally deficientFairFairPoor1327
August 200565.0Structurally deficientFairFairPoor1327
September 200481.0Functionally obsoleteFairFairFair1327
October 200381.0Functionally obsoleteFairSatisfactoryFair1327
November 200277.1Functionally obsoleteFairSatisfactoryFair1327
September 200177.1Functionally obsoleteFairFairFair1327
July 200077.1Functionally obsoleteFairFairFair1327
20000.0Not applicable---39000
December 199889.1Functionally obsoleteSatisfactoryGoodSatisfactory1500
November 199726.0Structurally deficientFairSatisfactorySerious1500
December 199625.7Structurally deficientPoorFairSerious1500
October 199525.7Structurally deficientPoorFairSerious1500
October 199432.0Structurally deficientPoorFairSerious1500
November 199247.0Structurally deficientPoorFairPoor1500
December 199047.0Structurally deficientPoorFairPoor1500