Share:

RTE I95 over RTE I895, RELOC BRONX RI

Map 

Coordinates:
+40.83751, -73.88052
40°50'15" N, 73°52'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I95 over RTE I895, RELOC BRONX RI
Structure number:000000001066419
Location:JCT I95+I278
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:133.9 ft. [40.8 m]
Total length:1400.0 ft. [426.7 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1951
Year reconstructed:1975
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:18
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:169,550 [as of 2010]
Truck traffic:14% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:84.2 tons [76.5 metric tons]
Inventory rating:21.6 tons [19.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:48.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$102,158,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201548.1Functionally obsoleteFairFairFair169550
November 201448.0Structurally deficientFairPoorFair169550
November 201365.4Functionally obsoleteFairFairFair169550
December 201265.4Functionally obsoleteFairFairFair169600
November 201165.4Functionally obsoleteFairFairFair169600
December 201066.1Functionally obsoleteFairFairFair159544
December 200966.1Functionally obsoleteFairFairFair159544
December 200868.4Functionally obsoleteFairFairFair122618
December 200664.6Functionally obsoleteFairFairFair183091
December 200468.4Functionally obsoleteFairFairFair122618
November 200268.4Functionally obsoleteFairFairFair122618
August 200068.4Functionally obsoleteFairFairSatisfactory122618
August 199864.7Functionally obsoleteFairFairSatisfactory144696
August 199646.2Structurally deficientPoorPoorPoor123921
June 199432.4Structurally deficientPoorPoorPoor124741
July 199332.4Structurally deficientPoorPoorPoor123921
July 199232.4Structurally deficientPoorPoorPoor144393
June 199017.4Structurally deficientPoorSeriousPoor144393