Share:

RTE I95 over RTE I278, RTE I278, WEST

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, RTE I278, WEST
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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:78,145 [as of 2016]
Truck traffic:9% 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 corrrective action [3]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:94.4 tons [85.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:70.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$18,008,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201670.0FairGoodGoodSatisfactoryFO78145
June 201467.3FairGoodGoodSatisfactoryFO102655
July 201267.3GoodExcellentVery GoodGoodFO102700
July 201064.7GoodExcellentVery GoodGood-143147
June 200870.1GoodExcellentVery GoodGood-59281
July 200670.1GoodExcellentVery GoodGoodFO59303
September 200464.7GoodExcellentVery GoodGoodFO143147
September 200264.7GoodExcellentVery GoodGoodFO143147
November 200047.9PoorPoorFairSatisfactorySD143147
August 199855.7PoorPoorFairSatisfactorySD50531
December 199649.0PoorPoorPoorPoorSD97021
November 199448.1PoorPoorPoorPoorSD97021
November 199252.4PoorPoorPoorPoorSD64954
October 199052.4PoorPoorPoorPoorSD64954