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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:31°
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: December 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:132,617 [as of 2016]
Truck traffic:14% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 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 corrrective action [3]
Water adequacy appraisal:Basically intolerable requiring high priority of replacement [2]
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:87.0 tons [79.1 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:48.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$316,323,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201648.8PoorFairPoorSatisfactorySD132617
November 201548.1FairFairFairFairFO169550
November 201448.0PoorFairPoorFairSD169550
November 201365.4FairFairFairFairFO169550
December 201265.4FairFairFairFairFO169600
November 201165.4FairFairFairFairFO169600
December 201066.1FairFairFairFairFO159544
December 200966.1FairFairFairFairFO159544
December 200868.4FairFairFairFairFO122618
December 200664.6FairFairFairFairFO183091
December 200468.4FairFairFairFairFO122618
November 200268.4FairFairFairFairFO122618
August 200068.4FairFairFairSatisfactoryFO122618
August 199864.7FairFairFairSatisfactoryFO144696
August 199646.2PoorPoorPoorPoorSD123921
June 199432.4PoorPoorPoorPoorSD124741
July 199332.4PoorPoorPoorPoorSD123921
July 199232.4PoorPoorPoorPoorSD144393
June 199017.4PoorPoorSeriousPoorSD144393