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RTE 907M over RTE I295, RTE I295, RTE

Map 

Coordinates:
+40.72633, -73.75673
40°43'35" N, 73°45'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907M over RTE I295, RTE I295, RTE
Structure number:000000001055559
Location:JCT GCP+I78
Purpose:Carries highway overpass (fourth level) over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:110.9 ft. [33.8 m]
Total length:421.0 ft. [128.3 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:100.7 ft. [30.7 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1976
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:156,156 [as of 2016]
Truck traffic:5% 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:Better than present minimum criteria [7]
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:78.9 tons [71.7 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:75.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$19,255,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201675.0FairFairFairSatisfactoryFO156156
August 201576.1FairFairFairSatisfactoryFO137663
August 201476.1FairFairFairSatisfactoryFO137663
August 201376.1FairFairFairSatisfactoryFO137700
September 201276.1FairFairFairSatisfactoryFO137700
November 201176.1FairFairFairSatisfactoryFO137700
September 201075.6FairFairFairSatisfactoryFO145020
December 200975.8FairFairFairFairFO141768
October 200875.6FairFairFairGoodFO145020
November 200776.1FairFairFairGoodFO137663
August 200676.1FairFairFairFairFO137663
July 200475.6FairFairFairFairFO145020
August 200274.2FairFairFairFairFO169336
May 200074.2FairFairFairFairFO169336
August 199874.7FairSatisfactoryFairSatisfactoryFO180906
November 199651.0PoorPoorPoorPoorSD149628
October 199450.7PoorPoorPoorPoorSD149628
December 199250.7PoorPoorPoorPoorSD129766
November 199050.7PoorPoorPoorPoorSD129766