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WEST 207TH STREET over HARLEM RIVER

Map

Coordinates:
+40.86253, -73.91424
40°51'45" N, 73°54'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WEST 207TH STREET over HARLEM RIVER
Structure number:000000002240120
Location:OVER HARLEM RV NR FORDHAM
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:134.8 ft. [41.1 m]
Total length:547.9 ft. [167.0 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1904
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Movable - Swing [17]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,260 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:67.2 tons [61.1 metric tons]
Inventory rating:25.9 tons [23.5 metric tons]
Sufficiency rating:57.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$31,860,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201657.3FairGoodGoodSatisfactoryFO37260
July 201457.1FairGoodGoodSatisfactoryFO37260
September 201257.1FairGoodGoodSatisfactoryFO37300
August 201057.5FairGoodGoodSatisfactoryFO35581
September 200857.8FairGoodGoodSatisfactoryFO34166
June 200661.1FairGoodGoodSatisfactoryFO19078
June 200461.1FairGoodGoodSatisfactoryFO19078
May 200255.0FairGoodGoodSatisfactoryFO40917
April 200055.0FairGoodGoodSatisfactory-40917
June 199855.0GoodGoodGoodGood-40917
October 199646.5FairFairFairFair-27158
December 199448.8FairSatisfactoryFairFair-34500
November 199248.8FairVery GoodVery GoodFair-34500
October 19902.0PoorSeriousSeriousPoorSD34500