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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:8.5 ft. [2.6 m]
Vertical clearance below bridge:134.8 ft. [41.1 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1909
Year reconstructed:1957
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 2014 

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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:58.4 tons [53.1 metric tons]
Inventory rating:24.2 tons [22.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:51.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$792,800,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201451.1Functionally obsoleteSatisfactorySatisfactoryGood102592
December 201251.1Functionally obsoleteSatisfactorySatisfactoryGood102600
November 201045.6Functionally obsoleteSatisfactorySatisfactorySatisfactory120284
December 200835.6Functionally obsoleteSatisfactorySatisfactoryFair120284
November 200635.6Functionally obsoleteSatisfactorySatisfactoryFair41047
November 200435.6Functionally obsoleteSatisfactorySatisfactoryFair41047
January 200315.0Functionally obsoleteSatisfactorySatisfactoryFair169226
December 200017.3Functionally obsoleteSatisfactorySatisfactorySatisfactory169226
October 199815.0Structurally deficientGoodSeriousSerious169226
September 199615.0Structurally deficientPoorSeriousSerious157306
December 199415.0Structurally deficientSeriousSeriousSerious159559
December 199215.0Structurally deficientSeriousSeriousPoor159559
October 199015.0Structurally deficientPoorSeriousSerious159559