Share:

FT HAMILTON PKWY over RTE 27, RTE 27

Map

Coordinates:
+40.64968, -73.97559
40°38'59" N, 73°58'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FT HAMILTON PKWY over RTE 27, RTE 27
Structure number:000000001076500
Location:1.6 MI SE JCT I278+27
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:76.8 ft. [23.4 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1961
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 [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: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,530 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:73.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,199,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactoryGood853073.5
June 2015FairSatisfactorySatisfactoryGood409473.7
June 2013FairSatisfactorySatisfactoryGood413473.7
May 2011FairSatisfactorySatisfactoryGood413473.7
May 2009FairSatisfactorySatisfactoryGood432373.7
May 2007FairSatisfactorySatisfactoryGood419873.7
May 2005FairSatisfactorySatisfactoryGood413476.8
May 2003FairSatisfactorySatisfactoryGood413476.8
May 2001FairSatisfactorySatisfactorySatisfactory395376.8
July 1999GoodGoodGoodGood395376.8
June 1997FairSatisfactoryVery GoodSatisfactory204476.9
April 1995PoorPoorFairFair204461.7
March 1995PoorFairFairPoor1240049.9
February 1992PoorFairFairPoor1240049.9
August 1990PoorFairFairPoor1240048.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.670670000
Steel Protective Coatingsq. ft.9,3109,310000
Deck
Reinforced Concrete Decksq. ft.5,6285,52310050
Wearing Surfacessq. ft.3,2533,12812500
Substructure
Reinforced Concrete Columneach30300
Reinforced Concrete Abutmentlinear ft.8484000
Reinforced Concrete Pier Caplinear ft.4233810
Joints
Compression Jointlinear ft.120040800
Bearings
Elastomeric Bearingeach105500
Steel Protective Coatingsq. ft.8008000
Fixed Bearingeach1001000
Steel Protective Coatingsq. ft.4004000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.268266200
Steel Protective Coatingsq. ft.1,6081,5585000