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RTE 25A over RTE I678, FLUSHING RIVER

Map 

Coordinates:
+40.76275, -73.83642
40°45'46" 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:000000002055802
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:49.9 ft. [15.2 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:20.7 ft. [6.3 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:Concrete Cast-in-Place [1]
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:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:90.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$52,978,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201690.1FairFairGoodSatisfactoryFO24388
October 201490.7FairFairGoodSatisfactoryFO24606
November 201290.7FairFairGoodGoodFO24350
October 201088.6FairFairSatisfactoryGoodFO64898
November 200888.6FairFairSatisfactoryGoodFO64898
September 200688.6FairFairSatisfactoryGoodFO64898
August 200488.6FairFairSatisfactoryGoodFO64898
September 200288.5FairSatisfactoryGoodGoodFO47326
August 200075.6FairFairFairSatisfactoryFO53332
October 199880.6FairFairFairSatisfactoryFO11517
October 199662.1PoorPoorPoorPoorSD11517
July 199441.3PoorPoorPoorPoorSD34428
September 199263.7FairFairSatisfactoryFairFO18631
November 199077.1PoorPoorSatisfactoryFairSD18631