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RTE 907L over SOUTH STREET, Exit from

Map

Coordinates:
+40.70315, -74.00774
40°42'11" N, 74°00'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907L over SOUTH STREET, Exit from
Structure number:000000002232019
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:119.8 ft. [36.5 m]
Total length:7663.4 ft. [2335.7 m]
Roadway width between curbs:69.2 ft. [21.1 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:96
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:118,657 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:77.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$33,529,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactorySatisfactorySatisfactory11865777.0
August 2014FairSatisfactorySatisfactorySatisfactory11865777.0
September 2012FairSatisfactorySatisfactorySatisfactory11870077.0
August 2010FairSatisfactorySatisfactorySatisfactory6294977.0
August 2008FairSatisfactorySatisfactorySatisfactory4500677.0
July 2006FairSatisfactorySatisfactorySatisfactory4637471.0
May 2004FairSatisfactorySatisfactorySatisfactory6294971.0
July 2002FairSatisfactorySatisfactorySatisfactory5630671.0
July 2000FairSatisfactorySatisfactorySatisfactory5630671.0
September 1998FairFairFairFair5309459.0
August 1996PoorPoorPoorPoor4539644.7
October 1994PoorPoorPoorPoor11861144.7
December 1992PoorPoorSeriousPoor10248627.7
August 1990PoorPoorPoorPoor4137744.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.17,764017,76400
Steel Protective Coatingsq. ft.204,9668,575179,69816,6930
Steel Stringerlinear ft.91,38854090,84602
Steel Protective Coatingsq. ft.442,82424,624399,20118,9990
Deck
Reinforced Concrete Decksq. ft.586,855288,114298,6351060
Superstructure
Steel Floor Beamlinear ft.30,563030,56030
Steel Protective Coatingsq. ft.268,80311,760239,16917,8740
Substructure
Steel Columneach4100321890
Steel Protective Coatingsq. ft.86,360086,36000
Reinforced Concrete Abutmentlinear ft.150015000
Steel Pier Caplinear ft.450045000
Steel Protective Coatingsq. ft.5,83805,83800
Joints
Compression Jointlinear ft.3,53503,30216568
Bearings
Movable Bearingeach2802800
Steel Protective Coatingsq. ft.112011200
Fixed Bearingeach436442930
Steel Protective Coatingsq. ft.1,65401,65400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.25,448025,44800