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RTE 907L over SOUTH STREET, RTE 907L

Map

Coordinates:
+40.70812, -73.99994
40°42'29" N, 73°59'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907L over SOUTH STREET, RTE 907L
Structure number:00000000223201B
Location:.9 MI NE FDR DR+BATTERY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:84.0 ft. [25.6 m]
Total length:595.2 ft. [181.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:2014
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 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:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:77.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,959,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactoryFairSatisfactory-77.1
July 2015FairSatisfactoryFairSatisfactory-65.2
February 2014FairSatisfactorySatisfactorySatisfactory4072856.1
February 2012FairFairSatisfactorySatisfactory4072857.9
July 2011FairFairFairSatisfactory4072849.3
April 2010FairFairSatisfactorySatisfactory4072859.3
February 2008FairFairSatisfactorySatisfactory4072859.3
April 2006FairFairSatisfactorySatisfactory4072848.5
February 2004FairFairSatisfactorySatisfactory4072857.9
March 2002FairFairSatisfactorySatisfactory4072855.4
February 2000PoorPoorSatisfactorySatisfactory4072841.1
February 1998PoorPoorPoorFair4072816.1
May 1997PoorPoorPoorFair4072816.1
March 1996PoorPoorSeriousPoor4072819.5
April 1995PoorPoorSeriousPoor407289.5
May 1994PoorPoorSeriousPoor407282.0
May 1993PoorPoorSeriousPoor407282.0
September 1992PoorPoorSeriousPoor407282.0
July 1991PoorPoorSeriousPoor407282.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,9461,44250400
Steel Protective Coatingsq. ft.16,77314,0692,664040
Reinforced Concrete Girder/Beamlinear ft.2160721440
Substructure
Steel Columneach97200
Steel Protective Coatingsq. ft.1,10066843200
Reinforced Concrete Pier Walllinear ft.7272000
Reinforced Concrete Abutmentlinear ft.2402400
Reinforced Concrete Pile Cap/Footinglinear ft.105870180
Steel Pier Caplinear ft.1271072000
Steel Protective Coatingsq. ft.1,4441,18126300
Deck
Concrete Filled Grid Decksq. ft.8,5296,7791,75000
Wearing Surfacessq. ft.7,6996,1871,51200
Steel Protective Coatingsq. ft.7,6996,1871,51200
Joints
Strip Seal Jointlinear ft.49272200
Compression Jointlinear ft.4600460
Other Jointlinear ft.2700270
Bearings
Movable Bearingeach2213180
Steel Protective Coatingsq. ft.54308016
Fixed Bearingeach1817010
Steel Protective Coatingsq. ft.3430400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.48838000108
Steel Protective Coatingsq. ft.1,5281,528000
Reinforced Concrete Bridge Raillinear ft.33216716500
Deck
Reinforced Concrete Slabsq. ft.1,458001,4580
Wearing Surfacessq. ft.1,29604548420