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LIE SERVICE RD over RTE I678, FLUSHING RIVER

Map

Coordinates:
+40.74344, -73.83625
40°44'36" N, 73°50'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LIE SERVICE RD over RTE I678, FLUSHING RIVER
Structure number:000000001055100
Location:JCT I495 & I678
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.8 ft. [22.5 m]
Total length:375.0 ft. [114.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Vertical clearance above deck:26.9 ft. [8.2 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Basically intolerable requiring high priority of replacement [2]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:73.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,569,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactorySatisfactoryFair-73.0
April 2014FairSatisfactorySatisfactoryFair1225762.0
April 2012FairSatisfactorySatisfactoryFair1225762.0
April 2010FairSatisfactorySatisfactoryFair1225762.0
April 2008FairSatisfactorySatisfactoryFair1225762.0
May 2006FairSatisfactoryFairFair1225762.0
May 2004FairSatisfactoryFairFair1225762.0
June 2002FairSatisfactoryFairFair1225762.0
February 2000FairFairFairFair1225759.0
April 1998PoorFairSatisfactoryPoor1225744.5
May 1996PoorPoorPoorPoor1225741.9
April 1994PoorPoorPoorPoor1500042.0
June 1992PoorFairFairPoor1500043.1
October 1990PoorPoorFairPoor1500042.0