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FT HAMILTON PKWY over RTE 27, RTE 27

Map 

Coordinates:
+40.64968, -73.97559
40°38'59" N, 73°58'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:139.8 ft. [42.6 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:14.4 ft. [4.4 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 2015 

Status:Open, no restriction [A]
Average daily traffic:4,094 [as of 2010]
Truck traffic:4% 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]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$997,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201573.7Functionally obsoleteSatisfactorySatisfactoryGood4094
June 201373.7Functionally obsoleteSatisfactorySatisfactoryGood4134
May 201173.7Functionally obsoleteSatisfactorySatisfactoryGood4134
May 200973.7Functionally obsoleteSatisfactorySatisfactoryGood4323
May 200773.7Functionally obsoleteSatisfactorySatisfactoryGood4198
May 200576.8Functionally obsoleteSatisfactorySatisfactoryGood4134
May 200376.8Functionally obsoleteSatisfactorySatisfactoryGood4134
May 200176.8Functionally obsoleteSatisfactorySatisfactorySatisfactory3953
July 199976.8Functionally obsoleteGoodGoodGood3953
June 199776.9Functionally obsoleteSatisfactoryVery GoodSatisfactory2044
April 199561.7Structurally deficientPoorFairFair2044
March 199549.9Structurally deficientFairFairPoor12400
February 199249.9Structurally deficientFairFairPoor12400
August 199048.8Structurally deficientFairFairPoor12400