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RTE I95 over ERSKINE PLACE, AMTRAK

Map 

Coordinates:
+40.85948, -73.82714
40°51'34" N, 73°49'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:121.4 ft. [37.0 m]
Deck width edge-to-edge:128.0 ft. [39.0 m]
Vertical clearance below bridge:16.7 ft. [5.1 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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:132,748 [as of 2005]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.6 tons [54.2 metric tons]
Inventory rating:35.8 tons [32.5 metric tons]
Sufficiency rating:82.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$47,735,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201482.0Not deficientSatisfactoryGoodSatisfactory132748
December 201282.0Not deficientSatisfactoryGoodSatisfactory132700
December 201082.0Not deficientGoodGoodSatisfactory132750
December 200882.1Not deficientGoodGoodSatisfactory132399
November 200668.9Functionally obsoleteGoodGoodFair132438
December 200467.4Not deficientGoodGoodFair157131
December 200267.4Functionally obsoleteGoodGoodFair157131
December 200079.8Functionally obsoleteGoodGoodSatisfactory157131
January 199980.1Functionally obsoleteGoodGoodSatisfactory151573
November 199649.0Structurally deficientSatisfactoryFairPoor145716
November 199449.8Structurally deficientSatisfactoryFairPoor93687
December 199248.0Structurally deficientFairFairPoor117703
December 199048.0Structurally deficientFairFairPoor117703