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E 12TH ST over RTE 907C, RTE 907C, RTE

Map

Coordinates:
+40.58500, -73.95755
40°35'06" N, 73°57'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E 12TH ST over RTE 907C, RTE 907C, RTE
Structure number:000000002231390
Location:.5MI E BELT PKY+OCEAN PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:73.8 ft. [22.5 m]
Total length:271.0 ft. [82.6 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1942
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Steel [3]
Main spans 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: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:4% 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: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:91.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,745,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactorySatisfactorySatisfactory-91.1
July 2014FairSatisfactorySatisfactorySatisfactory521890.1
June 2012FairSatisfactorySatisfactorySatisfactory521887.8
June 2010FairSatisfactorySatisfactorySatisfactory521887.8
July 2008FairSatisfactorySatisfactorySatisfactory521887.8
March 2006FairSatisfactorySatisfactorySatisfactory521887.8
April 2004FairSatisfactorySatisfactorySatisfactory521887.8
April 2002FairSatisfactorySatisfactorySatisfactory521895.0
February 2000FairSatisfactorySatisfactorySatisfactory452995.0
February 1998FairSatisfactoryFairFair452984.0
March 1996PoorFairPoorPoor776567.0
April 1994PoorSatisfactoryPoorPoor8630068.0
February 1992PoorSatisfactoryPoorFair8630068.0
June 1990PoorSatisfactoryPoorFair8630062.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,6802,6540260
Steel Protective Coatingsq. ft.66,91666,916000
Deck
Reinforced Concrete Decksq. ft.15,54415,544000
Wearing Surfacessq. ft.10,20410,204000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1171030140
Steel Pier Caplinear ft.177176100
Steel Protective Coatingsq. ft.708708000
Joints
Compression Jointlinear ft.29701741230
Bearings
Movable Bearingeach2282120
Steel Protective Coatingsq. ft.2424000
Fixed Bearingeach66000
Steel Protective Coatingsq. ft.4040000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.536536000
Steel Protective Coatingsq. ft.2,6802,680000