RTE 907M over RTE 907A


+40.74479, -73.73079
40°44'41" N, 73°43'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907M over RTE 907A
Structure number:000000001076630
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:59.7 ft. [18.2 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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:Good
Status:Open, no restriction [A]
Average daily traffic:18,522 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:95.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,183,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201695.1GoodVery GoodVery GoodGoodFO18522
January 201493.9GoodVery GoodVery GoodGoodFO17291
January 201285.5GoodVery GoodVery GoodGoodFO185286
January 201085.5GoodVery GoodVery GoodGoodFO185286
March 200885.5GoodVery GoodVery GoodGoodFO185286
February 200685.5GoodVery GoodVery GoodGoodFO185286
January 200485.5GoodVery GoodVery GoodGoodFO185286
February 200281.0GoodVery GoodVery GoodGoodFO185286
February 200077.7FairSatisfactoryGoodGoodFO185286
March 199877.7FairSatisfactoryGoodSatisfactoryFO185286
April 199665.2FairSatisfactorySatisfactoryFairFO185286
March 199466.0FairSatisfactorySatisfactoryFairFO185286
May 199266.0FairSatisfactorySatisfactoryFairFO185286
October 199077.0FairSatisfactorySatisfactorySatisfactoryFO185286