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GRAND CONCOURSE over BURNSIDE AVE- EB, BURNSI

Map

Coordinates:
+40.85231, -73.90349
40°51'08" N, 73°54'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GRAND CONCOURSE over BURNSIDE AVE- EB, BURNSI
Structure number:000000002242360
Location:AT TREMONT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:23.0 ft. [7.0 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:141.1 ft. [43.0 m]
Deck width edge-to-edge:182.1 ft. [55.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1923
Year reconstructed:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [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:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,567 [as of 2011]
Truck traffic:7% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:78.9
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$3,241,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairFairFairFair2356778.9
June 2014FairFairFairFair1892679.7
August 2012FairSatisfactorySatisfactorySatisfactory1892692.2
September 2010FairSatisfactorySatisfactorySatisfactory1892692.2
September 2008FairSatisfactorySatisfactorySatisfactory1892692.2
September 2006FairSatisfactorySatisfactorySatisfactory1892692.2
October 2004FairSatisfactorySatisfactorySatisfactory1892692.2
November 2002FairSatisfactorySatisfactorySatisfactory1892691.2
September 2000FairSatisfactorySatisfactorySatisfactory1892691.2
September 1998FairSatisfactorySatisfactorySatisfactory1892691.2
November 1996FairSatisfactoryFairFair2370078.0
September 1994PoorFairFairPoor2370059.3
October 1992PoorPoorPoorPoor2370058.1
May 1990PoorPoorPoorPoor2370058.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,1162,110060
Steel Protective Coatingsq. ft.12,16212,162000
Deck
Reinforced Concrete Decksq. ft.8,1907,2508001400
Wearing Surfacessq. ft.6,3904,7901,60000
Substructure
Steel Columneach1513110
Steel Protective Coatingsq. ft.1,0611,061000
Reinforced Concrete Abutmentlinear ft.3643114580
Steel Pier Caplinear ft.182181010
Steel Protective Coatingsq. ft.1,9021,902000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9084060
Steel Protective Coatingsq. ft.450450000
Reinforced Concrete Bridge Raillinear ft.90801000