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GLENMORE AVENUE over N Y & ATLANTIC/LI, NYCTA

Map 

Coordinates:
+40.67217, -73.90274
40°40'20" N, 73°54'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GLENMORE AVENUE over N Y & ATLANTIC/LI, NYCTA
Structure number:000000002243860
Location:AT WOODHAVEN
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:62.0 ft. [18.9 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance above deck:29.5 ft. [9.0 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:2004
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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:1,360 [as of 2001]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
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:103.4 tons [94.0 metric tons]
Inventory rating:57.2 tons [52.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,162,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201488.2Functionally obsoleteExcellentExcellentVery Good1360
September 201288.2Not deficientExcellentExcellentVery Good1360
December 201088.2Not deficientExcellentGoodVery Good1553
October 200888.2Not deficientExcellentGoodVery Good1553
October 200642.9Not deficientExcellentGoodVery Good1360
November 200442.9Not deficientExcellentGoodVery Good1360
July 200428.5Functionally obsoleteFairFairFair1360
July 200228.3Functionally obsoleteFairFairFair1004
October 200132.4Functionally obsoleteFairFairFair1004
November 200032.4Functionally obsoleteFairFairFair1004
October 199930.7Structurally deficientFairSeriousSerious1004
November 199815.7Structurally deficientPoorFairSerious3300
October 199715.7Structurally deficientPoorFairSerious3300
August 199616.6Structurally deficientPoorPoorSerious3300
August 199513.7Structurally deficientPoorPoorSerious3300
October 199413.7Structurally deficientPoorPoorSerious3300
September 199313.7Structurally deficientPoorPoorSerious3300
August 199213.7Structurally deficientPoorPoorSerious3300
November 199129.7Structurally deficientPoorPoorPoor3300