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SEELEY STREET over RTE 27, RTE 27

Map

Coordinates:
+40.65390, -73.97803
40°39'14" N, 73°58'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SEELEY STREET over RTE 27, RTE 27
Structure number:000000001066070
Location:1.3 MI SE JCT I278+27
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:53.8 ft. [16.4 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,683 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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: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:81.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,656,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairSatisfactoryFair268381.9
January 2016FairFairSatisfactoryFair269281.8
May 2015FairFairSatisfactoryFair523781.7
January 2014FairFairSatisfactoryFair523781.7
February 2012FairFairSatisfactoryFair158585.9
March 2010FairFairSatisfactoryFair158585.9
March 2008FairSatisfactorySatisfactoryFair158586.9
February 2006FairSatisfactorySatisfactoryFair158565.1
March 2004FairSatisfactorySatisfactoryFair158565.1
March 2002FairSatisfactorySatisfactorySatisfactory158576.2
March 2000FairSatisfactorySatisfactorySatisfactory158576.2
June 1998FairFairFairFair162161.2
April 1996PoorFairFairPoor162165.8
February 1994PoorFairFairPoor124068.9
January 1992PoorFairFairPoor124068.9
April 1990PoorPoorFairPoor124062.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,2961,292013
Steel Protective Coatingsq. ft.9,60409,60400
Deck
Reinforced Concrete Decksq. ft.7,66807,648200
Wearing Surfacessq. ft.5,3925,392000
Substructure
Steel Columneach64200
Steel Protective Coatingsq. ft.621062100
Reinforced Concrete Abutmentlinear ft.142142000
Steel Pier Caplinear ft.5005000
Steel Protective Coatingsq. ft.450045000
Joints
Strip Seal Jointlinear ft.7171000
Compression Jointlinear ft.142001420
Bearings
Elastomeric Bearingeach24121200
Steel Protective Coatingsq. ft.9609600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.216021600
Steel Protective Coatingsq. ft.1,97001,950200