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RTE I95 over RTE I278, WESTCHESTER CR

Map 

Coordinates:
+40.82809, -73.84499
40°49'41" N, 73°50'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I95 over RTE I278, WESTCHESTER CR
Structure number:000000001066509
Location:JCT I95 & I278 & I295
Purpose:Carries highway overpass (third level) over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:176.8 ft. [53.9 m]
Total length:3315.1 ft. [1010.4 m]
Roadway width between curbs:130.9 ft. [39.9 m]
Deck width edge-to-edge:137.1 ft. [41.8 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:59.7 ft. [18.2 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:28
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: April 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:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:59.8 tons [54.4 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:82.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,368,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201482.7Functionally obsoleteGoodVery GoodGood102655
April 201282.7Functionally obsoleteVery GoodVery GoodGood102700
May 201081.6Not deficientVery GoodVery GoodGood123480
June 200881.6Not deficientVery GoodVery GoodGood123480
May 200682.2Not deficientVery GoodVery GoodGood113119
May 200483.2Not deficientExcellentVery GoodSatisfactory113119
May 200282.4Functionally obsoleteExcellentGoodSatisfactory113119
November 200183.1Functionally obsoleteExcellentVery GoodGood113119
November 199982.1Functionally obsoleteFairGoodGood113119
20000.0Not applicable---80396
July 199770.8Functionally obsoleteFairSatisfactoryFair100893
June 199564.8Structurally deficientPoorFairFair100893
August 199366.0Functionally obsoleteFairFairFair111954
October 199147.0Structurally deficientPoorPoorPoor111000