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FM BRUCKNER BLVD over PARKING AREA

Map

Coordinates:
+40.80785, -73.93183
40°48'28" N, 73°55'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM BRUCKNER BLVD over PARKING AREA
Structure number:00000000224006A
Location:OVER HARLEM RVR IN HARLEM
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.0 ft. [25.3 m]
Total length:372.1 ft. [113.4 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:5
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:24,655 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:97.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,912,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodVery GoodVery Good2465597.8
September 2015GoodVery GoodExcellentExcellent2106598.0
September 2013GoodExcellentExcellentExcellent5333696.5
September 2011GoodGoodGoodExcellent2100098.0
October 2009GoodExcellentExcellentExcellent2100098.0
December 2007GoodExcellentExcellentExcellent2100036.7
December 2005GoodExcellentExcellentExcellent2100076.7
March 2005PoorPoorSatisfactorySerious2100016.8
April 2003PoorPoorSatisfactorySerious2100016.8
May 2002PoorPoorSatisfactorySerious2100014.7
May 2001PoorFairSatisfactorySerious2100014.7
April 2000PoorFairGoodSerious2100014.7
May 1999PoorFairGoodCritical210004.0
June 1998PoorFairFairPoor2100037.8
June 1997PoorPoorFairPoor2100035.5
March 1996PoorPoorPoorSerious2100022.2
April 1995PoorPoorPoorSerious2100024.1
June 1994PoorPoorPoorSerious210002.0
April 1993PoorPoorPoorSerious210002.0
June 1992PoorPoorPoorSerious210002.0
August 1991PoorPoorPoorSerious210002.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,0692,069000
Steel Protective Coatingsq. ft.19,13119,131000
Deck
Reinforced Concrete Decksq. ft.14,36213,76260000
Wearing Surfacessq. ft.12,254012,25400
Substructure
Reinforced Concrete Pier Walllinear ft.145144100
Reinforced Concrete Abutmentlinear ft.4545000
Reinforced Concrete Pileeach66000
Steel Pier Caplinear ft.4039010
Steel Protective Coatingsq. ft.619619000
Reinforced Concrete Pier Caplinear ft.3938100
Joints
Compression Jointlinear ft.193019300
Bearings
Elastomeric Bearingeach3636000
Steel Protective Coatingsq. ft.3636000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,05401,05400