HUDSON ST over I 71


+40.01472, -82.99417
40°00'53" N, 82°59'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:HUDSON ST over I 71
Structure number:2508044
Location:1.18 MI N OF 17TH AVE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:68.6 ft. [20.9 m]
Total length:224.1 ft. [68.3 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:27,100 [as of 1995]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:60.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201560.7Not deficientFairFairFair27100
July 201476.2Functionally obsoleteFairSatisfactoryFair27100
May 201376.2Functionally obsoleteFairSatisfactoryFair27100
July 201276.2Functionally obsoleteFairFairFair27100
July 201176.2Functionally obsoleteFairSatisfactoryFair27100
September 201078.2Functionally obsoleteFairSatisfactoryFair27100
October 200978.2Functionally obsoleteFairSatisfactoryFair27100
October 200878.2Functionally obsoleteFairSatisfactoryFair27100
September 200776.2Functionally obsoleteFairSatisfactoryFair27100
March 200677.3Functionally obsoleteSatisfactorySatisfactoryFair27100
March 200577.3Functionally obsoleteSatisfactorySatisfactoryFair27100
July 200377.3Functionally obsoleteSatisfactorySatisfactoryFair27100
September 200279.8Functionally obsoleteSatisfactorySatisfactoryFair13000
February 200083.9Not deficientSatisfactorySatisfactoryFair13000
February 199983.9Not deficientSatisfactorySatisfactoryFair13000
September 199664.2Structurally deficientFairSatisfactoryPoor13000
December 199578.6Functionally obsoleteFairSatisfactoryFair13000
January 199578.6Functionally obsoleteFairSatisfactoryFair13000
April 199378.6Functionally obsoleteFairFairFair13000
May 199278.6Functionally obsoleteFairFairFair13000
June 199189.9Functionally obsoleteFairSatisfactorySatisfactory13000