Share:

THIRD AVENUE over Harlem Rivr Dr NB, HARLE

Map 

Coordinates:
+40.80723, -73.93322
40°48'26" N, 73°55'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:42,991 [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:75.9 tons [69.0 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,435,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201483.8Functionally obsoleteVery GoodVery GoodVery Good42991
September 201283.6Not deficientVery GoodVery GoodVery Good45100
August 201083.1Not deficientExcellentExcellentExcellent55858
October 200884.3Not deficientExcellentExcellentExcellent32736
November 200629.0Not deficientExcellentExcellentExcellent13021
September 200454.1Functionally obsoleteExcellentExcellentExcellent58834
October 20035.6Structurally deficientFairPoorPoor58834
September 20025.4Structurally deficientFairPoorPoor56619
August 20012.0Structurally deficientPoorSeriousPoor56619
October 200010.4Structurally deficientSatisfactoryPoorPoor56619
September 19999.4Structurally deficientFairFairPoor56619
August 199811.4Structurally deficientSatisfactoryFairPoor36322
August 19974.0Structurally deficientFairSeriousSerious36322
August 19969.5Structurally deficientPoorSeriousSerious37145
August 19957.5Structurally deficientPoorSeriousSerious56706
August 199415.0Structurally deficientPoorSeriousSerious56706
July 199332.9Structurally deficientPoorSeriousSerious56706
October 199232.9Structurally deficientPoorSeriousSerious56706
October 199132.9Structurally deficientPoorSeriousPoor56706