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RTE I678 over RAMP TO 25AX WB

Map

Coordinates:
+40.76063, -73.84611
40°45'38" N, 73°50'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over RAMP TO 25AX WB
Structure number:00000000105591B
Location:JCT GCP & I678
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:73.8 ft. [22.5 m]
Total length:699.2 ft. [213.1 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1996
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:11
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,225 [as of 2003]
Truck traffic:9% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
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:92.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,518,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairGoodSatisfactorySatisfactory922592.6
April 2014FairGoodSatisfactorySatisfactory922588.7
April 2012FairGoodSatisfactorySatisfactory922588.7
August 2011FairGoodSatisfactorySatisfactory922588.7
April 2010FairGoodSatisfactorySatisfactory922588.7
August 2009FairGoodSatisfactoryFair922577.6
March 2008FairGoodSatisfactoryFair922577.6
June 2007FairGoodSatisfactoryFair922577.6
April 2006FairGoodSatisfactorySatisfactory922588.7
April 2004FairExcellentSatisfactorySatisfactory922569.5
May 2003FairExcellentFairGood922558.4
June 2002GoodExcellentGoodGood11223962.5
May 2000GoodExcellentVery GoodGood11223964.7
July 1998GoodVery GoodVery GoodGood11223964.7
August 1996PoorVery GoodPoorPoor11223932.9
July 1994PoorVery GoodSatisfactoryPoor11223935.0
September 1992PoorVery GoodSatisfactoryPoor11223935.0
December 1990PoorPoorPoorPoor11223934.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,7571,1531,60400
Steel Protective Coatingsq. ft.23,3639,92213,44100
Steel Stringerlinear ft.54330124200
Steel Protective Coatingsq. ft.4,6882,5772,11100
Deck
Reinforced Concrete Decksq. ft.21,64118,9542,68340
Wearing Surfacessq. ft.19,59219,585340
Superstructure
Steel Floor Beamlinear ft.71125900
Steel Protective Coatingsq. ft.725285360080
Substructure
Reinforced Concrete Columneach1110010
Concrete Protective Coatingsq. ft.1,2241,08414000
Reinforced Concrete Abutmentlinear ft.6156500
Reinforced Concrete Pile Cap/Footinglinear ft.1515000
Steel Pier Caplinear ft.6262000
Steel Protective Coatingsq. ft.46234012200
Reinforced Concrete Pier Caplinear ft.181181000
Joints
Compression Jointlinear ft.33401361953
Bearings
Elastomeric Bearingeach71106100
Steel Protective Coatingsq. ft.71135800
Fixed Bearingeach1510320
Steel Protective Coatingsq. ft.1511202
Other Bearingeach10100
Steel Protective Coatingsq. ft.120660
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3351501,18500