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RTE I95 over RTE I278, WESTCHESTER CR

Map 

Coordinates:
+40.82894, -73.83698
40°49'44" N, 73°50'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I95 over RTE I278, WESTCHESTER CR
Structure number:000000001066539
Location:JCT I95&I878&I78
Purpose:Carries highway overpass (third level) over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:172.9 ft. [52.7 m]
Total length:2740.3 ft. [835.2 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Vertical clearance below bridge:55.8 ft. [17.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1971
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:21
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:102,655 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$117,106,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201467.3Functionally obsoleteGoodGoodSatisfactory102655
July 201267.3Functionally obsoleteExcellentVery GoodGood102700
July 201064.7Not deficientExcellentVery GoodGood143147
June 200870.1Not deficientExcellentVery GoodGood59281
July 200670.1Functionally obsoleteExcellentVery GoodGood59303
September 200464.7Functionally obsoleteExcellentVery GoodGood143147
September 200264.7Functionally obsoleteExcellentVery GoodGood143147
November 200047.9Structurally deficientPoorFairSatisfactory143147
20000.0Not applicable---65700
August 199855.7Structurally deficientPoorFairSatisfactory50531
December 199649.0Structurally deficientPoorPoorPoor97021
November 199448.1Structurally deficientPoorPoorPoor97021
November 199252.4Structurally deficientPoorPoorPoor64954
October 199052.4Structurally deficientPoorPoorPoor64954