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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]
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 2014 

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:67.3 tons [61.2 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:57.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$31,860,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201457.1Functionally obsoleteGoodGoodSatisfactory37260
September 201257.1Functionally obsoleteGoodGoodSatisfactory37300
August 201057.5Functionally obsoleteGoodGoodSatisfactory35581
September 200857.8Functionally obsoleteGoodGoodSatisfactory34166
June 200661.1Functionally obsoleteGoodGoodSatisfactory19078
June 200461.1Functionally obsoleteGoodGoodSatisfactory19078
May 200255.0Functionally obsoleteGoodGoodSatisfactory40917
April 200055.0Not deficientGoodGoodSatisfactory40917
June 199855.0Not deficientGoodGoodGood40917
October 199646.5Not deficientFairFairFair27158
December 199448.8Not deficientSatisfactoryFairFair34500
November 199248.8Not deficientVery GoodVery GoodFair34500
October 19902.0Structurally deficientSeriousSeriousPoor34500