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60TH STREET over N Y & ATLANTIC/LI

Map

Coordinates:
+40.62534, -73.99276
40°37'31" N, 73°59'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:60TH STREET over N Y & ATLANTIC/LI
Structure number:000000002243350
Location:AT BOROUGH PARK
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:53.8 ft. [16.4 m]
Total length:58.7 ft. [17.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:52°
Owner:City or Municipal Highway Agency [04]
Year built:1907
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,386 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:99.8 tons [90.7 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:93.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,194,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201593.4GoodVery GoodExcellentVery GoodFO12386
September 201393.4GoodVery GoodExcellentVery GoodFO11704
August 201193.4GoodExcellentExcellentVery GoodFO11704
September 200993.4GoodExcellentExcellentVery GoodFO11704
November 200793.4GoodExcellentExcellentVery Good-11704
June 200574.3GoodExcellentExcellentVery Good-11704
August 200373.3GoodExcellentExcellentVery Good-11704
September 200128.5GoodExcellentExcellentVery Good-11704
October 199928.5GoodExcellentExcellentVery Good-11704
March 199910.7PoorSeriousSeriousPoorSD11704
May 199810.7PoorSeriousSeriousPoorSD11704
September 19965.0PoorSeriousSeriousPoorSD11704
August 19958.5PoorSeriousSeriousPoorSD9000
September 19948.5PoorSeriousPoorPoorSD9000
August 19938.5PoorSeriousPoorPoorSD9000
August 19928.5PoorSeriousPoorPoorSD9000
October 19912.0PoorSeriousPoorPoorSD9000