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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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:24,606 [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:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$57,941,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201490.7Functionally obsoleteFairGoodSatisfactory24606
November 201290.7Functionally obsoleteFairGoodGood24350
October 201088.6Functionally obsoleteFairSatisfactoryGood64898
November 200888.6Functionally obsoleteFairSatisfactoryGood64898
September 200688.6Functionally obsoleteFairSatisfactoryGood64898
August 200488.6Functionally obsoleteFairSatisfactoryGood64898
September 200288.5Functionally obsoleteSatisfactoryGoodGood47326
August 200075.6Functionally obsoleteFairFairSatisfactory53332
20000.0Not applicable---4800
October 199880.6Functionally obsoleteFairFairSatisfactory11517
October 199662.1Structurally deficientPoorPoorPoor11517
July 199441.3Structurally deficientPoorPoorPoor34428
September 199263.7Functionally obsoleteFairSatisfactoryFair18631
November 199077.1Structurally deficientPoorSatisfactoryFair18631