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RTE I678 over RTE 907M, RTE 907M, RTE

Map

Coordinates:
+40.71562, -73.82566
40°42'56" N, 73°49'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over RTE 907M, RTE 907M, RTE
Structure number:00000000105575C
Location:JCT GCP & I678
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:212.9 ft. [64.9 m]
Total length:797.0 ft. [242.9 m]
Roadway width between curbs:45.6 ft. [13.9 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:2014
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:4
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:137,020 [as of 2012]
Truck traffic:15% 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:Superior to present desirable criteria [9]
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:91.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$23,778,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodExcellentExcellentExcellent13702091.0
November 2014GoodExcellentExcellentExcellent13702091.0
November 2013FairFairFairFair13700060.0
October 2012FairFairFairFair13700060.0
November 2010FairFairFairFair15622460.0
December 2008FairFairFairFair15622460.0
August 2006FairFairFairFair15622460.0
July 2005FairFairFairFair15622461.0
June 2004FairSatisfactoryFairSatisfactory15622462.0
May 2003FairSatisfactoryFairSatisfactory15622462.0
November 2002FairSatisfactorySatisfactorySatisfactory16644074.0
November 2001FairSatisfactorySatisfactorySatisfactory16644074.0
September 2000FairFairFairSatisfactory16644062.0
October 1998FairFairFairSatisfactory15313862.0
December 1996PoorPoorPoorFair15657834.9
October 1994PoorFairPoorPoor6885746.2
October 1992PoorFairPoorPoor10481046.2
November 1990PoorSeriousPoorPoor10481044.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,5795,579000
Steel Protective Coatingsq. ft.110,064110,064000
Deck
Reinforced Concrete Decksq. ft.42,24142,241000
Wearing Surfacessq. ft.42,24042,240000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.100100000
Reinforced Concrete Pier Caplinear ft.159159000
Joints
Compression Jointlinear ft.106106000
Bearings
Elastomeric Bearingeach4242000
Steel Protective Coatingsq. ft.4242000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,1681,168000