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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
September 201593.4Functionally obsoleteVery GoodExcellentVery Good12386
September 201393.4Functionally obsoleteVery GoodExcellentVery Good11704
August 201193.4Functionally obsoleteExcellentExcellentVery Good11704
September 200993.4Functionally obsoleteExcellentExcellentVery Good11704
November 200793.4Not deficientExcellentExcellentVery Good11704
June 200574.3Not deficientExcellentExcellentVery Good11704
August 200373.3Not deficientExcellentExcellentVery Good11704
September 200128.5Not deficientExcellentExcellentVery Good11704
October 199928.5Not deficientExcellentExcellentVery Good11704
March 199910.7Structurally deficientSeriousSeriousPoor11704
May 199810.7Structurally deficientSeriousSeriousPoor11704
September 19965.0Structurally deficientSeriousSeriousPoor11704
August 19958.5Structurally deficientSeriousSeriousPoor9000
September 19948.5Structurally deficientSeriousPoorPoor9000
August 19938.5Structurally deficientSeriousPoorPoor9000
August 19928.5Structurally deficientSeriousPoorPoor9000
October 19912.0Structurally deficientSeriousPoorPoor9000