RTE 907V over W 135 ST


+40.82146, -73.95830
40°49'17" N, 73°57'30" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907V over W 135 ST
Structure number:00000000222933A
Location:3 MI NE ROUTE 9A+79 ST
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:77.8 ft. [23.7 m]
Total length:630.0 ft. [192.0 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:9
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:77.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,916,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201677.1FairSatisfactoryFairFairFO-
January 201477.8FairSatisfactoryFairFairFO58078
January 201277.8FairSatisfactoryFairFairFO58078
February 201077.8FairSatisfactoryFairFairFO132812
February 200877.8FairSatisfactoryFairFairFO132812
April 200677.8FairSatisfactoryFairSatisfactoryFO58078
August 200477.8FairSatisfactoryFairSatisfactoryFO58078
July 200267.4FairSatisfactoryFairSatisfactoryFO117955
July 200075.4FairSatisfactorySatisfactorySatisfactoryFO117955
March 199874.4FairFairSatisfactorySatisfactoryFO117955
May 199748.4PoorFairPoorFairSD117955
February 199649.4PoorPoorPoorPoorSD117955
April 199530.4PoorPoorPoorPoorSD117955
February 199430.4PoorPoorPoorPoorSD117955
March 199330.4PoorPoorPoorPoorSD117955
February 199230.4PoorPoorPoorPoorSD117955
March 199030.4PoorFairFairPoorSD117955