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DOUGLASTON PKWY over RTE 907A

Map

Coordinates:
+40.74576, -73.73510
40°44'45" N, 73°44'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DOUGLASTON PKWY over RTE 907A
Structure number:000000002266139
Location:.2 MI SE JCT GCP & CIP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:87.9 ft. [26.8 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:44°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,074 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:89.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,825,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairSatisfactoryGood707489.9
March 2014FairFairSatisfactoryGood707489.9
March 2012PoorPoorSatisfactoryGood710087.9
March 2010PoorPoorSatisfactoryGood2320085.4
March 2008PoorPoorSatisfactoryGood2320085.4
March 2006PoorPoorSatisfactoryGood2320086.4
April 2004PoorPoorSatisfactoryGood2320087.4
May 2002PoorPoorGoodGood232084.6
March 2000PoorPoorFairFair232073.5
June 1998PoorPoorFairFair232066.1
June 1996PoorPoorFairFair232066.0
May 1994PoorPoorPoorFair232048.0
June 1993PoorPoorPoorFair232053.1
April 1992PoorPoorFairFair232079.6
June 1990PoorPoorFairFair232069.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.7040684200
Deck
Reinforced Concrete Top Flangesq. ft.6,45006,1752750
Wearing Surfacessq. ft.4,47004,20622440
Substructure
Reinforced Concrete Abutmentlinear ft.2041881600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.176176000
Steel Protective Coatingsq. ft.7927306200