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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:89.9 ft. [27.4 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:24
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 

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201552.0FairFairSatisfactorySatisfactoryFO13963
November 201352.0FairFairSatisfactorySatisfactoryFO11737
October 201149.5FairFairSatisfactorySatisfactoryFO11737
October 200949.5FairSatisfactorySatisfactorySatisfactoryFO11737
November 200749.5FairSatisfactorySatisfactorySatisfactoryFO11737
July 200551.5FairSatisfactorySatisfactorySatisfactoryFO11737
November 200355.1FairSatisfactorySatisfactorySatisfactoryFO11737
November 200151.7FairSatisfactoryGoodSatisfactoryFO9934
October 199951.7FairFairSatisfactorySatisfactoryFO9934
December 199742.3FairFairFairFairFO9934
October 199546.8PoorPoorPoorPoorSD900
September 199346.8PoorPoorPoorPoorSD900
October 199146.8PoorPoorPoorPoorSD900