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RTE 25 over NEW YORK STREETS, EAST R

Map

Coordinates:
+40.75685, -73.95434
40°45'25" N, 73°57'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 25 over NEW YORK STREETS, EAST R
Structure number:000000002240047
Location:QUEENSBORO BR OVR EAST RV
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:630.0 ft. [192.0 m]
Total length:6741.1 ft. [2054.6 m]
Roadway width between curbs:90.9 ft. [27.7 m]
Deck width edge-to-edge:92.9 ft. [28.3 m]
Vertical clearance above deck:11.2 ft. [3.4 m]
Vertical clearance below bridge:134.8 ft. [41.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1909
Year reconstructed:1989
Historic significance:Bridge is on the National Register of Historic Places [1]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Closed Grating [4]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:102,592 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.1 tons [53.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:54.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$359,599,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201654.8FairSatisfactorySatisfactoryGoodFO102592
November 201451.1FairSatisfactorySatisfactoryGoodFO102592
December 201251.1FairSatisfactorySatisfactoryGoodFO102600
November 201045.6FairSatisfactorySatisfactorySatisfactoryFO120284
December 200835.6FairSatisfactorySatisfactoryFairFO120284
November 200635.6FairSatisfactorySatisfactoryFairFO41047
November 200435.6FairSatisfactorySatisfactoryFairFO41047
January 200315.0FairSatisfactorySatisfactoryFairFO169226
December 200017.3FairSatisfactorySatisfactorySatisfactoryFO169226
October 199815.0PoorGoodSeriousSeriousSD169226
September 199615.0PoorPoorSeriousSeriousSD157306
December 199415.0PoorSeriousSeriousSeriousSD159559
December 199215.0PoorSeriousSeriousPoorSD159559
October 199015.0PoorPoorSeriousSeriousSD159559