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RTE 25 over NEW YORK STREETS, EAST R

Map 

Coordinates:
+40.75718, -73.95556
40°45'26" N, 73°57'20" 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:000000002240048
Location:QUEENSBORO BR OVER EAST R
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:630.0 ft. [192.0 m]
Total length:5371.0 ft. [1637.0 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance above deck:13.1 ft. [4.0 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:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:56,998 [as of 2003]
Truck traffic:6% 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]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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:56.5 tons [51.4 metric tons]
Inventory rating:26.8 tons [24.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:48.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$20,627,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201448.6Functionally obsoleteSatisfactorySatisfactoryGood56998
October 201244.1Functionally obsoleteSatisfactorySatisfactoryGood56998
November 201030.6Functionally obsoleteSatisfactorySatisfactorySatisfactory120284
December 200837.6Functionally obsoleteSatisfactoryFairFair120284
November 200637.6Functionally obsoleteSatisfactoryFairFair56998
December 200437.6Functionally obsoleteSatisfactoryFairFair56998
January 200337.6Functionally obsolete-FairFair169226
December 200048.6Functionally obsoleteSatisfactorySatisfactorySatisfactory169226
October 19987.6Structurally deficientFairFairSerious169226
September 199622.5Structurally deficientPoorPoorPoor157306
September 199417.0Structurally deficientFairPoorPoor159559
December 199217.0Structurally deficientVery GoodPoorPoor159559
October 199022.6Structurally deficientSatisfactoryPoorFair159559