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BARRETTO STREET over AMTRAK/CSXT/P&W

Map

Coordinates:
+40.81837, -73.89139
40°49'06" N, 73°53'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BARRETTO STREET over AMTRAK/CSXT/P&W
Structure number:000000002241180
Location:AT HUNTS POINT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:88.9 ft. [27.1 m]
Total length:94.8 ft. [28.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:59.7 ft. [18.2 m]
Vertical clearance above deck:26.2 ft. [8.0 m]
Vertical clearance below bridge:24.3 ft. [7.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1908
Year reconstructed:1988
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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,305 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:62.9 tons [57.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:92.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$217,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201692.7FairVery GoodVery GoodSatisfactoryFO6305
November 201492.7FairVery GoodVery GoodSatisfactoryFO6734
October 201292.6FairExcellentExcellentSatisfactoryFO8139
December 201092.6FairExcellentExcellentSatisfactoryFO8139
July 200892.6FairExcellentExcellentSatisfactoryFO8139
July 200692.6GoodExcellentExcellentGoodFO8139
July 200492.6GoodExcellentExcellentVery GoodFO8139
June 200292.6GoodExcellentExcellentVery GoodFO8139
May 200096.6GoodExcellentExcellentVery Good-8139
November 199896.6GoodExcellentExcellentVery Good-8139
May 199686.8FairVery GoodVery GoodFair-2080
May 199486.8FairVery GoodVery GoodFair-2080
February 199286.8FairVery GoodVery GoodFair-2080