+40.64052, -74.02252
40°38'26" N, 74°01'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 907C over TERRAIN
Structure number:00000000223123A
Location:1.5 MI NE 86ST &SHORE PKY
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.7 ft. [18.5 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Skew angle:20°
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:93.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,053,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201693.0GoodGoodGoodVery Good--
July 201493.0GoodGoodGoodVery Good-24719
July 201293.0GoodGoodGoodVery Good-24719
September 201095.0GoodGoodGoodVery Good-24719
August 200995.0GoodGoodGoodVery Good-24719
October 200895.0GoodGoodGoodVery Good-24719
March 200695.0GoodGoodGoodVery Good-24719
March 200495.0GoodGoodGoodVery Good-24719
April 200295.0GoodGoodGoodVery Good-24719
January 200093.7GoodGoodGoodVery Good-7000
January 199884.0FairSatisfactoryFairFair-7000
March 199665.0PoorPoorPoorPoorSD7000
April 199566.0PoorPoorPoorPoorSD7000
August 199465.7PoorPoorPoorPoorSD7000
May 199365.7PoorPoorPoorPoorSD7000
January 199265.7PoorPoorFairPoorSD7000
May 199065.7PoorPoorFairPoorSD7000