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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: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,388 [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:Fair [5 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: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:57.9 tons [52.6 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:62.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$138,916,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201662.4FairGoodSatisfactoryFairFO24388
October 201474.4FairGoodSatisfactorySatisfactoryFO24606
November 201274.4GoodGoodGoodGoodFO24350
October 201073.6GoodGoodGoodGoodFO36382
November 200873.6GoodGoodGoodGoodFO36382
September 200672.3FairSatisfactoryGoodGoodFO56002
August 200472.3FairSatisfactoryGoodGoodFO56002
September 200274.5FairSatisfactoryGoodGoodFO23049
July 200074.5FairSatisfactoryGoodGoodFO23049
October 199873.8FairSatisfactoryGoodGoodFO13201
October 199646.3PoorFairFairPoorSD11517
September 199445.3PoorFairFairPoorSD25970
November 199246.6PoorFairPoorPoorSD18631
November 199046.6PoorFairPoorPoorSD18631