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ISHAM PK VEHICULR over HARLEM RIV INLET

Map

Coordinates:
+40.87366, -73.91934
40°52'25" N, 73°55'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ISHAM PK VEHICULR over HARLEM RIV INLET
Structure number:000000002246690
Location:IN ISHAM PARK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.8 ft. [10.6 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:28 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:93.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$782,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodVery GoodExcellentGood2893.0
April 2014GoodExcellentExcellentGood100074.9
May 2012GoodExcellentExcellentGood100074.9
June 2010GoodGoodExcellentGood100074.9
July 2008GoodGoodExcellentGood100074.9
June 2006GoodGoodExcellentGood100074.9
June 2004GoodGoodExcellentVery Good100074.9
November 2002Good-ExcellentVery Good100058.0
April 2000FairFairFairSatisfactory4421346.2
March 1998FairFairFairSatisfactory4421346.2
May 1996Poor-PoorPoor10053.8
July 1994Poor-PoorPoor10051.8
April 1992Poor-PoorPoor10052.8
May 1990Poor-PoorPoor10052.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.217215020
Deck
Prestressed Concrete Top Flangesq. ft.87058029000
Wearing Surfacessq. ft.72543502900
Substructure
Reinforced Concrete Abutmentlinear ft.5244350
Joints
Compression Jointlinear ft.5284400
Bearings
Elastomeric Bearingeach1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7373000
Steel Protective Coatingsq. ft.58248210000