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RTE I278 over RAMP AG@CYPRESSAV, Bruck

Map

Coordinates:
+40.80361, -73.91592
40°48'13" N, 73°54'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over RAMP AG@CYPRESSAV, Bruck
Structure number:00000000106666C
Location:JCT I278 & I87
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:66.9 ft. [20.4 m]
Total length:1321.9 ft. [402.9 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:21
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:10% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:$36,424,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory-95.0
September 2016FairFairSatisfactoryFair-73.2
September 2015FairFairFairFair3424883.7
September 2014FairFairFairFair3424883.0
September 2013FairFairFairFair3424883.0
September 2012FairSatisfactorySatisfactorySatisfactory3424894.0
December 2010FairSatisfactorySatisfactorySatisfactory3424894.0
November 2008FairFairSatisfactorySatisfactory3424893.0
November 2006FairFairSatisfactorySatisfactory3424893.0
November 2004FairFairSatisfactorySatisfactory3424893.0
October 2002FairFairSatisfactorySatisfactory12805893.0
November 2000FairFairSatisfactoryGood12805893.0
October 1998FairFairSatisfactoryGood12805893.0
December 1996PoorPoorFairPoor12805860.9
November 1994PoorPoorFairPoor12805858.9
October 1992PoorPoorPoorPoor12805858.9
August 1990PoorPoorFairPoor12805858.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8,2528,14876280
Steel Protective Coatingsq. ft.76,23675,94629000
Deck
Reinforced Concrete Decksq. ft.59,28142,59115,9227680
Wearing Surfacessq. ft.54,48951,9092,4011790
Substructure
Reinforced Concrete Columneach87100
Reinforced Concrete Pier Walllinear ft.3152318040
Reinforced Concrete Abutmentlinear ft.4234800
Reinforced Concrete Pier Caplinear ft.918645178950
Joints
Compression Jointlinear ft.87806791990
Bearings
Elastomeric Bearingeach1210200
Steel Protective Coatingsq. ft.1210200
Movable Bearingeach1125038159
Steel Protective Coatingsq. ft.56041714300
Fixed Bearingeach118536320
Steel Protective Coatingsq. ft.59048710300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,4412,28515600
Steel Protective Coatingsq. ft.5,9095,73717200
Reinforced Concrete Bridge Raillinear ft.2,3992,19820100