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RTE 907C over SHELL ROAD, STILLWELL AV

Map

Coordinates:
+40.58341, -73.98357
40°35'00" N, 73°59'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907C over SHELL ROAD, STILLWELL AV
Structure number:000000002231359
Location:.7 MI W SHORE PKY+OCEAN P
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:112.9 ft. [34.4 m]
Total length:2740.3 ft. [835.2 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:37
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: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:152,325 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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: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:63.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$107,680,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairFairFairFair15232563.0
September 2014FairFairFairFair15173558.1
September 2012FairFairFairFair15230058.1
December 2010FairFairFairFair14610258.1
September 2008FairFairFairFair14610258.1
July 2006FairFairFairFair14610258.1
July 2004FairFairFairFair14610258.1
July 2002FairFairFairFair15030558.1
October 2000PoorPoorFairFair15651956.1
December 1998GoodGoodGoodGood15651970.1
November 1996PoorPoorPoorPoor12065739.9
October 1994PoorPoorPoorPoor12323954.9
November 1992PoorPoorPoorPoor12000054.9
January 1990----12000090.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.23,329023,1901390
Steel Protective Coatingsq. ft.85,428082,86602,562
Deck
Reinforced Concrete Decksq. ft.44,040044,011290
Wearing Surfacessq. ft.15,73015,028642600
Superstructure
Steel Floor Beamlinear ft.9,66809,5271401
Substructure
Steel Columneach100550
Steel Protective Coatingsq. ft.1,98901,8230166
Joints
Compression Jointlinear ft.511080313118
Bearings
Movable Bearingeach3302940
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,0945601,460740