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RTE I278 over RTE I95, WESTCHESTER CRE

Map 

Coordinates:
+40.82892, -73.83716
40°49'44" N, 73°50'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I278 over RTE I95, WESTCHESTER CRE
Structure number:000000001066529
Location:JCT I95 & I278 & I678
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:172.9 ft. [52.7 m]
Total length:2692.1 ft. [820.5 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:59.7 ft. [18.2 m]
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:86,813 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:35.0 tons [31.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$792,800,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201481.9Functionally obsoleteGoodSatisfactoryGood86813
March 201281.9Functionally obsoleteVery GoodGoodGood86800
March 201081.9Not deficientVery GoodGoodGood89048
March 200881.9Not deficientGoodGoodGood89048
March 200681.9Not deficientExcellentGoodGood93793
March 200481.9Not deficientExcellentGoodGood93189
May 200282.0Functionally obsoleteExcellentGoodGood80471
December 200182.0Functionally obsoleteExcellentGoodGood80471
November 199981.0Functionally obsoleteFairGoodGood80471
20000.0Not applicable---100
March 199868.0Structurally deficientPoorFairGood78516
February 199654.0Structurally deficientPoorPoorFair77290
March 199453.0Structurally deficientPoorPoorFair83161
May 199253.0Structurally deficientPoorPoorPoor83161
May 199069.0Structurally deficientPoorFairFair83161