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RTE 908A over AMTRAK/CSXT/P&W

Map

Coordinates:
+40.85814, -73.83050
40°51'29" N, 73°49'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 908A over AMTRAK/CSXT/P&W
Structure number:000000002241959
Location:0.2MI NW JCT BRPC&BPP
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:153.9 ft. [46.9 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:83.7 ft. [25.5 m]
Deck width edge-to-edge:99.4 ft. [30.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:55°
Owner:City or Municipal Highway Agency [04]
Year built:1940
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:78,163 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:90.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$39,667,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodVery GoodGoodGood7816390.1
October 2014FairGoodSatisfactorySatisfactory7816390.1
May 2012FairVery GoodSatisfactoryGood7820090.1
June 2010FairVery GoodSatisfactoryGood7816390.1
November 2008FairExcellentSatisfactoryGood7816390.1
August 2006FairExcellentSatisfactoryGood11687988.1
August 2004FairExcellentSatisfactoryGood11687989.2
June 2002GoodExcellentGoodGood7324190.4
June 2000GoodExcellentVery GoodVery Good7324194.5
December 1998GoodExcellentGoodVery Good6311695.0
October 1997FairVery GoodGoodSatisfactory5791693.2
August 1996PoorSeriousSeriousPoor5791619.0
November 1995PoorSeriousSeriousPoor5791619.0
December 1994PoorSeriousSeriousPoor7873119.0
December 1993PoorSeriousPoorPoor5791639.3
May 1992PoorSeriousPoorPoor6625437.7
September 1990PoorPoorPoorPoor7761721.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.461461000
Steel Protective Coatingsq. ft.12,0563,0146,0281,8081,206
Steel Stringerlinear ft.2,4742,474000
Steel Protective Coatingsq. ft.13,4086,7044,0222,011671
Deck
Reinforced Concrete Decksq. ft.16,20114,5811,62000
Superstructure
Steel Floor Beamlinear ft.994994000
Steel Protective Coatingsq. ft.10,2485,1241,5372,5621,025
Substructure
Reinforced Concrete Abutmentlinear ft.357357000
Joints
Compression Jointlinear ft.34828444200
Bearings
Elastomeric Bearingeach88000
Steel Protective Coatingsq. ft.4040000
Pot Bearingeach65010
Steel Protective Coatingsq. ft.3030000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.154154000
Steel Protective Coatingsq. ft.116116000
Reinforced Concrete Bridge Raillinear ft.308308000