Share:

RTE I278 over HAMILTON AVE NB, HICKS-H

Map

Coordinates:
+40.67859, -74.00251
40°40'43" N, 74°00'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I278 over HAMILTON AVE NB, HICKS-H
Structure number:00000000106531O
Location:JCT PROSPECT EXPY & I278
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:74.8 ft. [22.8 m]
Total length:905.9 ft. [276.1 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:2006
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:17
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:Fair
Status:Open, no restriction [A]
Average daily traffic:161,771 [as of 2011]
Truck traffic:10% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:86.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,509,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodSatisfactorySatisfactory16177186.0
November 2014FairVery GoodSatisfactorySatisfactory16177186.0
November 2012FairVery GoodGoodSatisfactory16180086.0
November 2010FairVery GoodGoodSatisfactory12882586.0
October 2008PoorPoorSatisfactoryFair12882559.0
October 2006FairFairFairFair12882560.3
September 2005FairFairFairFair12882560.3
September 2004FairSatisfactoryFairFair12882561.3
September 2002FairFairSatisfactorySatisfactory12224670.3
November 2000FairFairSatisfactorySatisfactory15150972.3
November 1998FairFairSatisfactoryFair12730362.0
November 1996PoorPoorPoorPoor13404347.0
November 1994PoorPoorPoorPoor12112447.0
October 1992PoorPoorPoorPoor11350547.0
December 1990PoorPoorPoorPoor9535748.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.60051
Substructure
Steel Columneach30030