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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 1999]
Truck traffic:3% of total traffic
Deck condition:Excellent [9 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:Basically intolerable requiring high priority of replacement [2]
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]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$782,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201474.9Functionally obsoleteExcellentExcellentGood1000
May 201274.9Functionally obsoleteExcellentExcellentGood1000
June 201074.9Not deficientGoodExcellentGood1000
July 200874.9Not deficientGoodExcellentGood1000
June 200674.9Not deficientGoodExcellentGood1000
June 200474.9Not deficientGoodExcellentVery Good1000
November 200258.0Not deficient-ExcellentVery Good1000
April 200046.2Functionally obsoleteFairFairSatisfactory44213
March 199846.2Functionally obsoleteFairFairSatisfactory44213
May 199653.8Structurally deficient-PoorPoor100
July 199451.8Structurally deficient-PoorPoor100
April 199252.8Structurally deficient-PoorPoor100
May 199052.8Structurally deficient-PoorPoor100