RTE 907M over RTE 907A


+40.74313, -73.73493
40°44'35" N, 73°44'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907M over RTE 907A
Structure number:000000001076560
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:101.7 ft. [31.0 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:55°
Owner:State Highway Agency [01]
Year built:1972
Year reconstructed:1996
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: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,826 [as of 2016]
Truck traffic:5% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$399,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016GoodVery GoodVery GoodGood582695.7
March 2014GoodVery GoodVery GoodGood1658195.2
April 2012GoodVery GoodVery GoodGood1658195.2
April 2010GoodVery GoodVery GoodGood1658195.2
April 2008GoodVery GoodVery GoodGood1658195.2
May 2006GoodVery GoodVery GoodGood1658195.2
January 2004FairSatisfactoryGoodSatisfactory1658195.2
February 2002FairSatisfactoryGoodSatisfactory18528686.9
February 2000FairSatisfactoryGoodSatisfactory18528686.9
March 1998FairGoodGoodSatisfactory18528686.9
April 1996FairSatisfactorySatisfactoryFair18528671.0
March 1994FairSatisfactorySatisfactoryFair18528669.0
May 1992PoorSatisfactorySatisfactoryPoor18528653.0
September 1990PoorSatisfactorySatisfactoryPoor18528653.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.612612000
Reinforced Concrete Decksq. ft.4,28404,27680
Reinforced Concrete Abutmentlinear ft.144138600
Compression Jointlinear ft.7207200
Movable Bearingeach65100
Fixed Bearingeach66000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.204020400