Share:

ANDREWS AVENUE over LG IS/N.Y.& ATLAN

Map 

Coordinates:
+40.71530, -73.90749
40°42'55" N, 73°54'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ANDREWS AVENUE over LG IS/N.Y.& ATLAN
Structure number:000000002247530
Location:IN MASPETH
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:62.0 ft. [18.9 m]
Total length:66.6 ft. [20.3 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2004
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:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Closed Grating [4]
Wearing surface:Other [9]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:108.8 tons [98.9 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$994,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201593.0Functionally obsoleteVery GoodExcellentExcellent-
September 201374.9Functionally obsoleteExcellentExcellentExcellent2186
September 201174.9Not deficientExcellentExcellentExcellent2186
September 200974.9Not deficientExcellentExcellentExcellent2186
September 200774.9Not deficientExcellentExcellentExcellent2186
June 200573.9Functionally obsoleteExcellentExcellentExcellent2186
March 200524.3Structurally deficientPoorFairFair2186
June 200324.3Structurally deficientPoorFairFair2186
August 200224.3Functionally obsoleteFairFairFair2186
August 200128.6Functionally obsoleteFairFairFair2186
June 200026.5Structurally deficientPoorFairFair2186
May 199916.8Structurally deficientPoorSeriousSerious2186
June 199817.5Structurally deficientPoorFairPoor1500
August 199717.5Structurally deficientPoorFairSerious1500
November 199616.0Structurally deficientPoorSeriousSerious1500
October 199516.6Structurally deficientPoorSeriousSerious1500
June 199416.6Structurally deficientPoorSeriousSerious1500
November 199337.6Structurally deficientPoorPoorPoor1500
July 199237.6Structurally deficientPoorPoorPoor1500
November 199144.5Structurally deficientPoorPoorPoor1500