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RTE 25 over 21ST STREET, 13TH STREET

Map 

Coordinates:
+40.75240, -73.94399
40°45'09" N, 73°56'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 25 over 21ST STREET, 13TH STREET
Structure number:00000000224004F
Location:QUEENSBORO BR OVR EAST RV
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:99.7 ft. [30.4 m]
Total length:2185.1 ft. [666.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance above deck:11.8 ft. [3.6 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:63
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
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:9,414 [as of 2003]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:42.9 tons [39.0 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:60.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$19,054,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201460.7Functionally obsoleteGoodGoodGood9414
December 201261.0Functionally obsoleteGoodGoodGood6500
November 201051.2Functionally obsoleteGoodGoodGood120284
December 200851.2Functionally obsoleteGoodGoodSatisfactory120284
December 200660.7Functionally obsoleteGoodGoodSatisfactory9414
December 200460.7Functionally obsoleteGoodGoodSatisfactory9414
November 200247.8Functionally obsoleteGoodGoodSatisfactory157381
December 200047.8Functionally obsoleteGoodSatisfactorySatisfactory157381
November 199836.4Functionally obsoleteSatisfactoryFairFair157381
December 199621.2Not deficientFairPoorPoor157381
December 199421.2Not deficientFairFairPoor157381
November 199221.2Not deficientSatisfactoryFairPoor157381
November 199039.2Not deficientSatisfactoryFairFair157381