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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,291 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:76.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201676.7GoodExcellentExcellentExcellent-12291
July 201560.7FairFairFairFair-27100
July 201476.2FairFairSatisfactoryFairFO27100
May 201376.2FairFairSatisfactoryFairFO27100
July 201276.2FairFairFairFairFO27100
July 201176.2FairFairSatisfactoryFairFO27100
September 201078.2FairFairSatisfactoryFairFO27100
October 200978.2FairFairSatisfactoryFairFO27100
October 200878.2FairFairSatisfactoryFairFO27100
September 200776.2FairFairSatisfactoryFairFO27100
March 200677.3FairSatisfactorySatisfactoryFairFO27100
March 200577.3FairSatisfactorySatisfactoryFairFO27100
July 200377.3FairSatisfactorySatisfactoryFairFO27100
September 200279.8FairSatisfactorySatisfactoryFairFO13000
February 200083.9FairSatisfactorySatisfactoryFair-13000
February 199983.9FairSatisfactorySatisfactoryFair-13000
September 199664.2PoorFairSatisfactoryPoorSD13000
December 199578.6FairFairSatisfactoryFairFO13000
January 199578.6FairFairSatisfactoryFairFO13000
April 199378.6FairFairFairFairFO13000
May 199278.6FairFairFairFairFO13000
June 199189.9FairFairSatisfactorySatisfactoryFO13000