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RTE 909 over THURSTON BSN INLT

Map

Coordinates:
+40.64541, -73.74846
40°38'43" N, 73°44'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 909 over THURSTON BSN INLT
Structure number:000000002248369
Location:EAST OF KENNEDY AIRPORT
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:10.8 ft. [3.3 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:258.9 ft. [78.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1940
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:53,021 [as of 2016]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:78.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,027,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Fair6 out of 105302178.0
July 2015Fair6 out of 104967678.0
July 2013Fair6 out of 105519978.0
August 2011Fair6 out of 105519978.0
August 2009Fair6 out of 105840978.0
August 2007Fair6 out of 106076978.0
July 2005Fair6 out of 105519978.0
June 2003Fair6 out of 105519976.0
September 2002Good7 out of 105519963.0
July 2001Poor3 out of 105519921.0
April 2000Poor4 out of 105519947.0
March 1999Poor3 out of 105519930.0
June 1998Poor4 out of 104676547.0
June 1997Poor4 out of 104676547.0
August 1996Poor4 out of 104676548.8
June 1995Poor4 out of 104100033.8
June 1994Poor4 out of 104100036.0
July 1993Poor4 out of 104100036.0
August 1992Poor4 out of 104100036.0
August 1991Poor4 out of 104100049.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2202200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3303300
Reinforced Concrete Bridge Raillinear ft.3303300