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RTE I678 over RTE I878, SOUTH CONDUIT

Map

Coordinates:
+40.66547, -73.79709
40°39'56" N, 73°47'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over RTE I878, SOUTH CONDUIT
Structure number:000000001075730
Location:.3 MI SSE RTE 678+RTE 27
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:101.7 ft. [31.0 m]
Total length:289.1 ft. [88.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:44°
Owner:State Highway Agency [01]
Year built:1967
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,830 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:73.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,197,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairSatisfactorySatisfactorySatisfactory2183073.6
September 2015FairFairSatisfactorySatisfactory-89.0
July 2014FairFairSatisfactorySatisfactory2544072.3
July 2012FairFairSatisfactorySatisfactory2544072.3
August 2011FairFairSatisfactorySatisfactory2544072.3
August 2010FairFairSatisfactorySatisfactory2544072.3
August 2009FairSatisfactorySatisfactorySatisfactory2544073.4
July 2008FairSatisfactorySatisfactorySatisfactory2544073.4
March 2006FairSatisfactorySatisfactorySatisfactory2544073.4
February 2004FairSatisfactorySatisfactorySatisfactory2544073.4
April 2002FairSatisfactorySatisfactorySatisfactory13673166.2
February 2000FairFairSatisfactorySatisfactory13673165.1
March 1998FairSatisfactorySatisfactoryFair13673153.3
April 1996FairFairFairFair13673147.8
March 1994FairFairFairFair13673156.0
June 1992PoorFairFairPoor13673140.0
September 1991PoorFairPoorPoor13673140.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,71301,71003
Steel Protective Coatingsq. ft.23,4882,32018,8182,3500
Deck
Reinforced Concrete Decksq. ft.12,997012,99700
Wearing Surfacessq. ft.12,040012,04000
Substructure
Reinforced Concrete Columneach80800
Reinforced Concrete Pier Caplinear ft.7007000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.58005601010
Steel Protective Coatingsq. ft.2,85902,85405