RTE I81 over Hoxie Gorge Rd, HOXIE GO


+42.54696, -76.09390
42°32'49" N, 76°05'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE I81 over Hoxie Gorge Rd, HOXIE GO
Structure number:000000001031332
Location:7.9 Mi N Jct Rts I81 & 22
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:183.7 ft. [56.0 m]
Total length:649.3 ft. [197.9 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,861 [as of 2009]
Truck traffic:30% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:82.8 tons [75.3 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:97.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,250,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201697.5GoodVery GoodVery GoodVery Good-9861
May 201497.5GoodVery GoodVery GoodVery Good-9861
May 201297.5GoodVery GoodVery GoodVery Good-9850
June 201097.5GoodVery GoodVery GoodVery Good-9861
August 200897.5GoodVery GoodVery GoodVery Good-9861
September 200797.5GoodExcellentExcellentExcellent-10939
July 200566.5FairFairFairFair-10119
May 200466.5FairFairFairFair-10119
May 200266.2FairFairFairFair-10119
May 200166.2FairFairFairFair-10119
July 199980.4FairSatisfactorySatisfactorySatisfactory-10119
August 199880.4FairSatisfactorySatisfactorySatisfactory-9915
November 199769.5FairSatisfactorySatisfactoryFair-7300
June 199651.5PoorFairFairPoorSD7300
April 199551.8PoorFairFairPoorSD7300
May 199451.5PoorSatisfactorySatisfactoryPoorSD15958
May 199351.5PoorSatisfactorySatisfactoryPoorSD15958
May 199113.5PoorSatisfactoryPoorPoorSD15958