Share:

SEVENTH AVENUE over N Y & ATLANTIC/LI, NYCTA

Map 

Coordinates:
+40.63525, -74.01339
40°38'07" N, 74°00'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SEVENTH AVENUE over N Y & ATLANTIC/LI, NYCTA
Structure number:000000002243600
Location:AT BOROUGH PARK
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:66.9 ft. [20.4 m]
Total length:262.2 ft. [79.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:71.2 ft. [21.7 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1909
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:8,239 [as of 1997]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,596,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201493.6Functionally obsoleteGoodVery GoodGood8239
November 201293.6Functionally obsoleteGoodExcellentGood8239
January 201193.6Functionally obsoleteGoodExcellentGood9183
December 200893.6Functionally obsoleteGoodExcellentGood8529
October 200693.6Functionally obsoleteVery GoodExcellentGood8239
October 200493.6Functionally obsoleteVery GoodExcellentGood8239
August 200277.5Not deficientVery GoodExcellentGood8239
May 200079.5Not deficientVery GoodExcellentGood8239
July 199879.5Not deficientGoodGoodSatisfactory8239
July 199661.0Not deficientSatisfactorySatisfactoryPoor9160
June 199449.5Not deficientSatisfactorySatisfactoryPoor5100
April 199251.2Structurally deficientVery GoodVery GoodPoor5100
July 199017.4Functionally obsoleteVery GoodVery GoodFair5100