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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 2015 

Status:Open, no restriction [A]
Average daily traffic:137,663 [as of 2005]
Truck traffic:4% 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.1
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$20,710,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201576.1Functionally obsoleteFairFairSatisfactory137663
August 201476.1Functionally obsoleteFairFairSatisfactory137663
August 201376.1Functionally obsoleteFairFairSatisfactory137700
September 201276.1Functionally obsoleteFairFairSatisfactory137700
November 201176.1Functionally obsoleteFairFairSatisfactory137700
September 201075.6Functionally obsoleteFairFairSatisfactory145020
December 200975.8Functionally obsoleteFairFairFair141768
October 200875.6Functionally obsoleteFairFairGood145020
November 200776.1Functionally obsoleteFairFairGood137663
August 200676.1Functionally obsoleteFairFairFair137663
July 200475.6Functionally obsoleteFairFairFair145020
August 200274.2Functionally obsoleteFairFairFair169336
May 200074.2Functionally obsoleteFairFairFair169336
20000.0Not applicable---39000
August 199874.7Functionally obsoleteSatisfactoryFairSatisfactory180906
November 199651.0Structurally deficientPoorPoorPoor149628
October 199450.7Structurally deficientPoorPoorPoor149628
December 199250.7Structurally deficientPoorPoorPoor129766
November 199050.7Structurally deficientPoorPoorPoor129766