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EAST 241ST STREET over RTE 907H, BRONX RIVER, M

Map 

Coordinates:
+40.90587, -73.85576
40°54'21" N, 73°51'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST 241ST STREET over RTE 907H, BRONX RIVER, M
Structure number:000000002241890
Location:AT WAKEFIELD
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:76.8 ft. [23.4 m]
Total length:995.8 ft. [303.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1913
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:28
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:13,963 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:40.6 tons [36.9 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:52.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$62,904,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201552.0Functionally obsoleteFairSatisfactorySatisfactory13963
November 201352.0Functionally obsoleteFairSatisfactorySatisfactory11737
October 201149.5Functionally obsoleteFairSatisfactorySatisfactory11737
October 200949.5Functionally obsoleteSatisfactorySatisfactorySatisfactory11737
November 200749.5Functionally obsoleteSatisfactorySatisfactorySatisfactory11737
July 200551.5Functionally obsoleteSatisfactorySatisfactorySatisfactory11737
November 200355.1Functionally obsoleteSatisfactorySatisfactorySatisfactory11737
November 200151.7Functionally obsoleteSatisfactoryGoodSatisfactory9934
October 199951.7Functionally obsoleteFairSatisfactorySatisfactory9934
December 199742.3Functionally obsoleteFairFairFair9934
October 199546.8Structurally deficientPoorPoorPoor900
September 199346.8Structurally deficientPoorPoorPoor900
October 199146.8Structurally deficientPoorPoorPoor900