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DOUGLASTON PKWY over RTE 907A

Map

Coordinates:
+40.74544, -73.73498
40°44'44" 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:000000002266129
Location:.2 MI SE JCT GCP & CIP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:59.7 ft. [18.2 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:73.5 ft. [22.4 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:46°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Frame [07]
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:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:76.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$27,234,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairFairSatisfactory707476.7
March 2014FairFairFairSatisfactory580875.1
March 2012FairFairFairSatisfactory580875.1
March 2010FairFairFairFair580875.1
April 2008FairFairFairSatisfactory580875.1
March 2006FairFairFairFair580875.1
April 2004FairFairFairFair580856.7
May 2002FairFairFairFair580856.5
March 2000PoorPoorPoorFair580842.6
June 1998PoorPoorPoorFair580828.7
June 1996PoorPoorPoorFair232038.6
April 1994PoorPoorPoorFair232038.2
June 1993PoorPoorPoorPoor232038.2
April 1992PoorPoorPoorPoor232036.6
September 1991PoorPoorPoorPoor232032.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.48041822400
Deck
Reinforced Concrete Top Flangesq. ft.4,4043,448860960
Wearing Surfacessq. ft.3,4201,0261,5398550
Substructure
Reinforced Concrete Abutmentlinear ft.14610630100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000