Share:

RTE 907V over AMTRAK-W SIDE CON

Map

Coordinates:
+40.83747, -73.94851
40°50'15" N, 73°56'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907V over AMTRAK-W SIDE CON
Structure number:00000000222934A
Location:4 MI NE ROUTE 9A+79 ST
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:18.7 ft. [5.7 m]
Total length:450.2 ft. [137.2 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1939
Year reconstructed:1985
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:26
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: December 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:141,734 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:45.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$7,879,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017PoorFairPoorSatisfactory14173445.6
December 2016PoorFairPoorSatisfactory13114548.7
October 2015PoorFairPoorSatisfactory13114530.4
June 2014PoorFairPoorSatisfactory13114528.9
August 2012FairFairFairSatisfactory13110047.0
December 2011FairSatisfactoryFairFair10424249.7
October 2010FairSatisfactoryFairFair10424249.7
November 2008FairSatisfactoryFairFair10424266.2
August 2006FairSatisfactoryFairFair10424266.2
September 2004FairSatisfactoryFairFair10424266.2
September 2002FairSatisfactoryFairFair10424249.6
November 2000FairSatisfactorySatisfactoryFair10424252.4
June 1998FairSatisfactorySatisfactoryFair10424269.4
June 1996PoorPoorPoorPoor10424245.0
May 1994PoorPoorPoorPoor10424245.3
July 1992PoorPoorPoorPoor10424245.3
July 1990PoorPoorSeriousPoor10424222.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.6,9166,597241780
Steel Protective Coatingsq. ft.32,95530,8872386321,198
Deck
Reinforced Concrete Decksq. ft.30,83630,03727970
Wearing Surfacessq. ft.10,38110,08003010
Substructure
Steel Columneach4644020
Steel Protective Coatingsq. ft.9,6748,72800946
Reinforced Concrete Pier Walllinear ft.89754903480
Reinforced Concrete Abutmentlinear ft.924313360
Reinforced Concrete Pile Cap/Footinglinear ft.4444000
Steel Pier Caplinear ft.1,8381,61402240
Steel Protective Coatingsq. ft.34,91731,405003,512
Joints
Pourable Jointlinear ft.173001730
Bearings
Movable Bearingeach2926030
Steel Protective Coatingsq. ft.5848406
Fixed Bearingeach262254170
Steel Protective Coatingsq. ft.5244988018
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9494000
Steel Protective Coatingsq. ft.9494000
Reinforced Concrete Bridge Raillinear ft.9494000