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RTE 25A over RTE I678, FLUSHING RIVER

Map 

Coordinates:
+40.76258, -73.83639
40°45'45" N, 73°50'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 25A over RTE I678, FLUSHING RIVER
Structure number:000000002055801
Location:0.1 MI E I678 + ROUTE 25A
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:107.0 ft. [32.6 m]
Total length:1461.0 ft. [445.3 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:19
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:24,606 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$57,677,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201474.4Functionally obsoleteGoodSatisfactorySatisfactory24606
November 201274.4Functionally obsoleteGoodGoodGood24350
October 201073.6Functionally obsoleteGoodGoodGood36382
November 200873.6Functionally obsoleteGoodGoodGood36382
September 200672.3Functionally obsoleteSatisfactoryGoodGood56002
August 200472.3Functionally obsoleteSatisfactoryGoodGood56002
September 200274.5Functionally obsoleteSatisfactoryGoodGood23049
July 200074.5Functionally obsoleteSatisfactoryGoodGood23049
20000.0Not applicable---4800
October 199873.8Functionally obsoleteSatisfactoryGoodGood13201
October 199646.3Structurally deficientFairFairPoor11517
September 199445.3Structurally deficientFairFairPoor25970
November 199246.6Structurally deficientFairPoorPoor18631
November 199046.6Structurally deficientFairPoorPoor18631