+40.83881, -73.87883
40°50'20" N, 73°52'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I895 over BRONX RIVER
Structure number:000000002242399
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:76.8 ft. [23.4 m]
Total length:179.8 ft. [54.8 m]
Roadway width between curbs:46.3 ft. [14.1 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1989
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:40,284 [as of 1997]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry 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 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:95.8 tons [87.1 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,815,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201474.5Functionally obsoleteFairVery GoodVery Good40284
February 201274.5Functionally obsoleteFairVery GoodExcellent40284
March 201074.5Functionally obsoleteFairVery GoodExcellent40284
February 200874.5Functionally obsoleteFairVery GoodExcellent40284
March 200674.5Functionally obsoleteFairExcellentExcellent40284
March 200474.5Functionally obsoleteFairExcellentExcellent40284
April 200275.5Functionally obsolete-ExcellentExcellent40284
April 200077.5Functionally obsoleteExcellentExcellentExcellent40284
April 199877.5Functionally obsoleteExcellentExcellentExcellent40284
April 199677.5Not deficient-Very GoodSatisfactory28800
May 199478.2Not deficient-Very GoodVery Good28800
July 199278.2Not deficient-Very GoodVery Good28800
August 199178.2Not deficient-Very GoodVery Good28800