Share:

RTE I95 over ERSKINE PLACE, AMTRAK

Map

Coordinates:
+40.85921, -73.82722
40°51'33" N, 73°49'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I95 over ERSKINE PLACE, AMTRAK
Structure number:000000005075309
Location:1.6 MI NW JCT I295 & I95
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on Interstate toll segment under Secretarial Agreement [4]
Length of largest span:101.1 ft. [30.8 m]
Total length:354.0 ft. [107.9 m]
Roadway width between curbs:12.1 ft. [3.7 m]
Deck width edge-to-edge:12.8 ft. [3.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Toll Authority [31]
Year built:1958
Year reconstructed:2011
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:132,748 [as of 2005]
Truck traffic:9% 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:68.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,160,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairFairFairFair13274868.7
November 2014FairSatisfactoryGoodSatisfactory13274882.0
December 2012FairSatisfactoryGoodSatisfactory13270082.0
December 2010FairGoodGoodSatisfactory13275082.0
December 2008FairGoodGoodSatisfactory13239982.1
November 2006FairGoodGoodFair13243868.9
December 2004FairGoodGoodFair15713167.4
December 2002FairGoodGoodFair15713167.4
December 2000FairGoodGoodSatisfactory15713179.8
January 1999FairGoodGoodSatisfactory15157380.1
November 1996PoorSatisfactoryFairPoor14571649.0
November 1994PoorSatisfactoryFairPoor9368749.8
December 1992PoorFairFairPoor11770348.0
December 1990PoorFairFairPoor11770348.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,5905,5058050
Steel Protective Coatingsq. ft.72,33643,118029,2180
Deck
Reinforced Concrete Decksq. ft.45,32013,12632,19400
Wearing Surfacessq. ft.21,5340021,5340
Substructure
Reinforced Concrete Columneach2481150
Reinforced Concrete Abutmentlinear ft.2620164980
Reinforced Concrete Pier Caplinear ft.2520197550
Joints
Compression Jointlinear ft.81400128686
Bearings
Elastomeric Bearingeach6406400
Fixed Bearingeach64164620
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0641,0440200