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174TH STREET over RTE I895, BRONX RIVER, A

Map 

Coordinates:
+40.83540, -73.88209
40°50'07" N, 73°52'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:174TH STREET over RTE I895, BRONX RIVER, A
Structure number:000000002066720
Location:JCT I95 & I278
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:190.0 ft. [57.9 m]
Total length:764.8 ft. [233.1 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1909
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:9,086 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:56.5 tons [51.4 metric tons]
Inventory rating:24.2 tons [22.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.4
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$18,507,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201464.4Functionally obsoleteFairSatisfactoryFair9086
August 201252.8Structurally deficientSatisfactorySatisfactoryPoor9086
August 201052.8Structurally deficientSatisfactorySatisfactoryPoor9086
October 200852.8Structurally deficientSatisfactorySatisfactoryPoor9086
October 200669.0Functionally obsoleteSatisfactorySatisfactoryFair9086
October 200452.8Structurally deficientSatisfactorySatisfactoryPoor9086
July 200252.6Structurally deficientSatisfactorySatisfactoryPoor11839
June 200052.6Structurally deficientSatisfactorySatisfactoryPoor11839
November 199880.0Functionally obsoleteSatisfactorySatisfactorySatisfactory11839
November 199657.3Not deficientPoorPoorPoor10442
November 199448.9Not deficientPoorPoorPoor10134
September 199248.9Not deficientPoorPoorPoor10134
November 199029.4Not deficientPoorSeriousSerious10134