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HOOVER AVE over RTE I678

Map

Coordinates:
+40.71291, -73.82391
40°42'46" N, 73°49'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOOVER AVE over RTE I678
Structure number:000000001055740
Location:.3 MI SE GCP + I678-KEW G
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:173.9 ft. [53.0 m]
Total length:175.9 ft. [53.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:74.8 ft. [22.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span 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: June 2016

Good/Fair/Poor Condition:Good
Status:Posted for other load-capacity restriction [R]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,265,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodExcellentExcellentExcellent-95.0
July 2014GoodExcellentExcellentExcellent624092.7
July 2012FairSatisfactorySatisfactoryFair624081.6
August 2010FairSatisfactorySatisfactoryFair624081.6
May 2008FairSatisfactorySatisfactoryFair624081.6
April 2006FairSatisfactorySatisfactoryFair624081.6
March 2004FairSatisfactorySatisfactoryFair624081.6
May 2002FairGoodGoodFair624081.6
March 2000FairSatisfactorySatisfactoryFair617880.6
April 1998FairSatisfactorySatisfactoryFair617880.6
April 1996PoorFairFairPoor617863.1
May 1994PoorFairFairPoor205048.6
August 1992PoorFairFairPoor205048.6
May 1990PoorFairFairPoor205048.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3941,394000
Steel Protective Coatingsq. ft.25,74025,740000
Deck
Reinforced Concrete Decksq. ft.13,11613,116000
Wearing Surfacessq. ft.9,1009,100000
Substructure
Reinforced Concrete Abutmentlinear ft.149149000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.350350000