Sixth Avenue over NY & Atlantic/L, NYCTA S


+40.63623, -74.01603
40°38'10" N, 74°00'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:Sixth Avenue over NY & Atlantic/L, NYCTA S
Structure number:000000002243590
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:102.0 ft. [31.1 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:51.5 ft. [15.7 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1912
Year reconstructed:2003
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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:12,009 [as of 2013]
Truck traffic:9% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Inventory rating:97.8 tons [88.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$308,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201593.4Functionally obsoleteExcellentExcellentVery Good12009
July 201393.4Functionally obsoleteExcellentExcellentVery Good12189
September 201193.4Not deficientExcellentExcellentVery Good12189
October 200993.4Not deficientExcellentExcellentVery Good12189
October 200793.4Not deficientExcellentExcellentVery Good12189
August 200580.3Not deficientExcellentExcellentVery Good12189
October 200318.6Not deficientExcellentExcellentVery Good12189
March 200344.5Structurally deficientPoorFairPoor12189
May 20006.9Structurally deficientPoorFairPoor12189
October 19996.9Structurally deficientPoorFairPoor12189
May 19986.9Structurally deficientPoorSeriousFair12189
October 19976.9Structurally deficientPoorFairPoor12189
September 19964.0Structurally deficientPoorPoorPoor12189
November 19955.6Structurally deficientPoorPoorPoor8400
November 19945.6Structurally deficientPoorPoorPoor8400
October 19935.6Structurally deficientPoorPoorPoor8400
April 199242.9Structurally deficientPoorPoorPoor8400
July 199028.5Structurally deficientPoorPoorPoor8400