RTE I495 over RTE 907M, RTE 907M, RTE


+40.73987, -73.84561
40°44'24" N, 73°50'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I495 over RTE 907M, RTE 907M, RTE
Structure number:000000001055969
Location:JCT GCP+I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:136.2 ft. [41.5 m]
Total length:297.9 ft. [90.8 m]
Roadway width between curbs:85.0 ft. [25.9 m]
Deck width edge-to-edge:103.0 ft. [31.4 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:22°
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:3
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: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150,062 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:41.9 tons [38.1 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:58.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$3,795,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201658.7FairFairFairFairFO150062
September 201558.7FairFairFairFairFO150062
July 201468.6FairFairSatisfactoryFairFO150062
June 201368.6FairFairSatisfactoryFairFO150100
July 201268.6FairFairSatisfactoryFairFO150100
July 201168.6FairFairSatisfactoryFairFO150100
May 200981.5FairFairSatisfactorySatisfactoryFO138764
May 200777.1FairFairSatisfactorySatisfactoryFO222948
May 200579.3FairSatisfactorySatisfactorySatisfactoryFO222948
June 200379.3FairSatisfactorySatisfactorySatisfactory-222948
March 200358.0FairSatisfactorySatisfactoryFairFO189041
April 200065.2FairSatisfactorySatisfactoryFairFO189041
July 199861.1FairSatisfactorySatisfactoryFairFO206997
July 199645.0PoorPoorFairPoorSD115687
June 199446.0PoorPoorFairPoorSD183354
July 199246.0PoorPoorFairPoorSD157430
October 199048.0PoorFairFairPoorSD122266