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ANNADALE ROAD over RTE 909C, 909C 909CX6M12

Map

Coordinates:
+40.55525, -74.17601
40°33'19" N, 74°10'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ANNADALE ROAD over RTE 909C, 909C 909CX6M12
Structure number:000000001067570
Location:3.7MI E JCT440+W SHORE EX
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:115.8 ft. [35.3 m]
Total length:238.9 ft. [72.8 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:61°
Owner:State Highway Agency [01]
Year built:1968
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:2
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: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,367 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:76.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$16,034,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodVery GoodGood636776.6
June 2016GoodGoodVery GoodGood639276.6
May 2015GoodGoodVery GoodGood457178.0
June 2013GoodGoodVery GoodGood604876.6
May 2011GoodGoodVery GoodGood604876.6
May 2009GoodGoodVery GoodGood490277.9
May 2007GoodGoodVery GoodGood663876.6
May 2005GoodGoodVery GoodGood604876.6
May 2003GoodGoodVery GoodGood604876.6
May 2001GoodGoodGoodGood604876.6
September 1999GoodGoodGoodGood622376.6
August 1997FairSatisfactorySatisfactoryFair622365.5
June 1995PoorPoorFairPoor210050.5
November 1993PoorPoorFairPoor210050.5
November 1991PoorPoorFairPoor210050.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,09701,8962010
Steel Protective Coatingsq. ft.29,00013,05015,95000
Deck
Reinforced Concrete Decksq. ft.16,808016,2945140
Wearing Surfacessq. ft.11,700011,69604
Substructure
Reinforced Concrete Columneach80710
Reinforced Concrete Abutmentlinear ft.29613615370
Reinforced Concrete Pier Caplinear ft.1480128200
Joints
Compression Jointlinear ft.44401482960
Bearings
Movable Bearingeach1821240
Steel Protective Coatingsq. ft.7207200
Fixed Bearingeach1801440
Steel Protective Coatingsq. ft.7207200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4640438260
Steel Protective Coatingsq. ft.2,32002,32000