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WILLIS AVENUE over HARLEM RVR DR S/B, BRUCK

Map 

Coordinates:
+40.80301, -73.93032
40°48'11" N, 73°55'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILLIS AVENUE over HARLEM RVR DR S/B, BRUCK
Structure number:000000002240059
Location:OVER HARLEM RVR IN HARLEM
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:215.9 ft. [65.8 m]
Total length:2013.2 ft. [613.6 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:85.0 ft. [25.9 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Steel continuous [4]
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: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:44,047 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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:92.7 tons [84.3 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:88.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$366,261,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201688.8GoodExcellentExcellentExcellent-44047
November 201488.8GoodExcellentExcellentExcellent-44047
December 201288.8GoodExcellentExcellentExcellent-44000
December 201088.1GoodExcellentExcellentExcellent-59315
November 20092.0PoorSeriousSeriousFairSD59315
December 20082.0PoorSeriousSeriousFairSD58181
December 20072.0PoorSeriousSeriousFairSD58181
October 20062.0PoorSeriousSeriousFairSD46238
September 20052.0PoorSeriousSeriousFairSD62809
August 20042.0PoorSeriousSeriousFairSD62809
October 20032.0PoorSeriousSeriousFairSD62809
September 20022.0PoorSeriousSeriousFairSD92406
July 20017.4PoorSeriousPoorFairSD92406
June 20007.4PoorPoorPoorFairSD92406
July 199911.0PoorPoorPoorFairSD92406
June 199811.0PoorPoorPoorFairSD67047
July 19972.0PoorSeriousSeriousPoorSD67047
June 19962.0PoorSeriousSeriousPoorSD57941
June 19952.0PoorSeriousSeriousPoorSD66017
August 19942.0PoorSeriousSeriousPoorSD66017
June 19932.0PoorSeriousSeriousPoorSD66017
October 19922.0PoorSeriousSeriousPoorSD66017
August 19912.0PoorSeriousSeriousPoorSD66017