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WEST FINGERBOARD over SIRT SOUTH SHORE

Map

Coordinates:
+40.60164, -74.08515
40°36'06" N, 74°05'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST FINGERBOARD over SIRT SOUTH SHORE
Structure number:000000002249480
Location:IN ROSEBANK
Purpose:Carries highway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:44°
Owner:Other Local Agencies [25]
Year built:1932
Year reconstructed:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel continuous [4]
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,554 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:93.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodExcellentExcellentVery Good455493.8
September 2015GoodExcellentExcellentVery Good358193.8
September 2013GoodExcellentExcellentVery Good358193.8
October 2011GoodVery GoodVery GoodVery Good360093.8
November 2009GoodVery GoodVery GoodVery Good437493.8
November 2007GoodExcellentExcellentVery Good456693.8
October 2005GoodExcellentExcellentVery Good456693.8
October 2003GoodExcellentExcellentVery Good456693.8
August 2001GoodExcellentExcellentVery Good456697.8
September 1999GoodExcellentExcellentVery Good324697.8
September 1997GoodVery GoodVery GoodGood324697.8
March 1997PoorPoorPoorPoor260042.8
September 1994PoorPoorPoorPoor260042.9
July 1992PoorPoorPoorPoor260042.9
September 1990PoorPoorPoorPoor260042.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.798798000
Steel Protective Coatingsq. ft.11,00011,000000
Deck
Reinforced Concrete Decksq. ft.5,1265,126000
Wearing Surfacessq. ft.3,8003,800000
Substructure
Reinforced Concrete Columneach55000
Reinforced Concrete Pier Walllinear ft.65550100
Reinforced Concrete Abutmentlinear ft.130130000
Reinforced Concrete Pier Caplinear ft.6565000
Joints
Compression Jointlinear ft.1309315220
Bearings
Elastomeric Bearingeach2423100
Steel Protective Coatingsq. ft.4848000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.200200000