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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]
Skew angle:
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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,093 [as of 2013]
Truck traffic:6% 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 determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:57.1 tons [51.9 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:67.8
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$14,088,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201667.8FairFairSatisfactoryFairFO15093
July 201464.4FairFairSatisfactoryFairFO9086
August 201252.8PoorSatisfactorySatisfactoryPoorSD9086
August 201052.8PoorSatisfactorySatisfactoryPoorSD9086
October 200852.8PoorSatisfactorySatisfactoryPoorSD9086
October 200669.0FairSatisfactorySatisfactoryFairFO9086
October 200452.8PoorSatisfactorySatisfactoryPoorSD9086
July 200252.6PoorSatisfactorySatisfactoryPoorSD11839
June 200052.6PoorSatisfactorySatisfactoryPoorSD11839
November 199880.0FairSatisfactorySatisfactorySatisfactoryFO11839
November 199657.3PoorPoorPoorPoor-10442
November 199448.9PoorPoorPoorPoor-10134
September 199248.9PoorPoorPoorPoor-10134
November 199029.4PoorPoorSeriousSerious-10134