+40.83742, -73.88010
40°50'15" N, 73°52'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I895 over BRONX RIVER
Structure number:00000000106641A
Location:JCT I95 & I278
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:53.8 ft. [16.4 m]
Total length:481.0 ft. [146.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
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:9
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:79.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$25,122,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201579.0Structurally deficientPoorFairFair-
September 201479.0Structurally deficientPoorFairFair7373
September 201379.0Structurally deficientPoorFairFair7373
September 201278.0Structurally deficientPoorFairFair7373
October 201078.0Structurally deficientPoorFairFair7373
October 200862.0Structurally deficientPoorPoorPoor7373
October 200662.0Structurally deficientPoorPoorFair7373
October 200462.0Structurally deficientPoorPoorFair7373
October 200362.0Structurally deficientPoorPoorFair7373
November 200263.0Structurally deficientPoorPoorFair8093
October 200163.0Structurally deficientPoorPoorFair8093
October 200063.0Structurally deficientPoorPoorFair8093
November 199960.1Structurally deficientPoorPoorFair8093
October 199860.1Structurally deficientPoorPoorPoor8093
October 199744.0Structurally deficientPoorPoorPoor8093
August 199643.9Structurally deficientPoorPoorPoor8093
July 199541.9Structurally deficientPoorPoorPoor4800
June 199439.9Structurally deficientPoorPoorPoor4800
August 199339.9Structurally deficientPoorPoorPoor4800
August 199239.9Structurally deficientPoorPoorPoor4800
August 199139.9Structurally deficientPoorPoorPoor4800