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THIRD AVENUE over Harlem Rivr Dr NB, HARLE

Map

Coordinates:
+40.80723, -73.93322
40°48'26" N, 73°55'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:THIRD AVENUE over Harlem Rivr Dr NB, HARLE
Structure number:000000002240069
Location:OVER HARLEM RV IN HARLEM
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:175.9 ft. [53.6 m]
Total length:1139.2 ft. [347.2 m]
Roadway width between curbs:61.0 ft. [18.6 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:45,209 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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: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:84.6 tons [76.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:83.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,435,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201683.6GoodVery GoodVery GoodVery GoodFO45209
September 201483.8GoodVery GoodVery GoodVery GoodFO42991
September 201283.6GoodVery GoodVery GoodVery Good-45100
August 201083.1GoodExcellentExcellentExcellent-55858
October 200884.3GoodExcellentExcellentExcellent-32736
November 200629.0GoodExcellentExcellentExcellent-13021
September 200454.1GoodExcellentExcellentExcellentFO58834
October 20035.6PoorFairPoorPoorSD58834
September 20025.4PoorFairPoorPoorSD56619
August 20012.0PoorPoorSeriousPoorSD56619
October 200010.4PoorSatisfactoryPoorPoorSD56619
September 19999.4PoorFairFairPoorSD56619
August 199811.4PoorSatisfactoryFairPoorSD36322
August 19974.0PoorFairSeriousSeriousSD36322
August 19969.5PoorPoorSeriousSeriousSD37145
August 19957.5PoorPoorSeriousSeriousSD56706
August 199415.0PoorPoorSeriousSeriousSD56706
July 199332.9PoorPoorSeriousSeriousSD56706
October 199232.9PoorPoorSeriousSeriousSD56706
October 199132.9PoorPoorSeriousPoorSD56706