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S ALBANY CRESCENT over 87IX1M12060, RTE I87

Map

Coordinates:
+40.87813, -73.90377
40°52'41" N, 73°54'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S ALBANY CRESCENT over 87IX1M12060, RTE I87
Structure number:00000000106697B
Location:2.6 MI N I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:308.1 ft. [93.9 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:59.7 ft. [18.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:11
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,019 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:71.3
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$13,814,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairSatisfactorySatisfactory201971.3
September 2015FairFairSatisfactorySatisfactory-87.0
September 2013FairFairSatisfactorySatisfactory161771.3
October 2011FairFairSatisfactorySatisfactory161771.3
November 2009FairFairGoodSatisfactory161771.3
December 2007FairFairGoodSatisfactory161771.3
December 2005FairFairGoodSatisfactory161771.3
October 2003FairFairSatisfactoryFair161760.3
October 2001FairFairSatisfactoryFair161760.3
September 1999FairFairSatisfactoryFair161761.0
February 1998PoorFairSatisfactoryPoor161747.0
February 1996PoorPoorFairPoor161747.0
March 1994PoorPoorPoorPoor80047.0
February 1992PoorPoorPoorPoor80044.8
May 1990PoorPoorPoorPoor80044.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.293029300
Steel Protective Coatingsq. ft.2,74401,3771,3670
Deck
Reinforced Concrete Decksq. ft.19,429014,3595,0700
Wearing Surfacessq. ft.6,65306,64760
Superstructure
Steel Floor Beamlinear ft.2,98202,97930
Steel Protective Coatingsq. ft.20,874010,43910,4350
Substructure
Reinforced Concrete Columneach1001000
Reinforced Concrete Pier Walllinear ft.314030950
Joints
Compression Jointlinear ft.3180283350
Bearings
Movable Bearingeach1501500
Steel Protective Coatingsq. ft.75049260
Fixed Bearingeach4704610
Steel Protective Coatingsq. ft.4704700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.383038300
Steel Protective Coatingsq. ft.2,04302,04300
Reinforced Concrete Bridge Raillinear ft.369036900