SACKETT ST over RTE I278, RTE I278


+40.68465, -74.00121
40°41'05" N, 74°00'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SACKETT ST over RTE I278, RTE I278
Structure number:000000002230370
Location:.4 MI NE I278+BATTERY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:39.7 ft. [12.1 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,618 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:82.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$5,029,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairFairFairSatisfactory161882.0
March 2014FairFairFairSatisfactory207482.0
March 2012FairFairFairSatisfactory178182.0
March 2010FairFairSatisfactorySatisfactory178193.0
April 2008FairFairSatisfactorySatisfactory187193.0
February 2006FairFairSatisfactorySatisfactory178193.0
March 2004FairFairSatisfactorySatisfactory178193.0
April 2002FairFairSatisfactorySatisfactory274393.0
March 2000FairFairSatisfactorySatisfactory274393.0
April 1998PoorPoorSatisfactoryFair274380.0
June 1996PoorPoorFairPoor274364.0
April 1995PoorPoorPoorPoor335047.0
March 1994PoorPoorPoorPoor335047.0
January 1992PoorSeriousFairPoor335047.0
January 1990PoorPoorFairFair335061.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.620615050
Steel Protective Coatingsq. ft.5,1805,05013000
Reinforced Concrete Decksq. ft.4,8562,8331,941820
Wearing Surfacessq. ft.3,1001,4271,1635100
Reinforced Concrete Pier Walllinear ft.6363000
Reinforced Concrete Abutmentlinear ft.126126000
Compression Jointlinear ft.126001260
Movable Bearingeach167090
Steel Protective Coatingsq. ft.6464000
Fixed Bearingeach88000
Steel Protective Coatingsq. ft.3232000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.160160000
Steel Protective Coatingsq. ft.444444000