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US 10 over ELK RIVER

Map

Coordinates:
+45.31001, -93.59677
45°18'36" N, 93°35'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 10 over ELK RIVER
Structure number:5955
Location:2.7 MI W OF JCT TH 169
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.1 ft. [16.8 m]
Total length:205.1 ft. [62.5 m]
Roadway width between curbs:74.8 ft. [22.8 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:23,300 [as of 2008]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:35.4 tons [32.2 metric tons]
Inventory rating:24.6 tons [22.4 metric tons]
Sufficiency rating:47.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201647.7PoorSatisfactoryPoorFairSD23300
September 201547.7PoorSatisfactoryPoorFairSD23300
September 201447.7PoorSatisfactoryPoorFairSD23300
September 201347.7PoorSatisfactoryPoorFairSD23300
September 201247.7PoorSatisfactoryPoorFairSD23300
September 201147.7PoorSatisfactoryPoorFairSD23300
September 201047.7PoorSatisfactoryPoorFairSD23300
September 200947.7PoorSatisfactoryPoorFairSD23300
September 200847.7PoorSatisfactoryPoorFairSD26000
September 200747.7PoorSatisfactoryPoorFairSD26000
September 200663.7FairSatisfactoryFairFair-26000
October 200563.7FairSatisfactoryFairFair-26000
August 200463.7FairSatisfactoryFairFair-26300
September 200363.7FairSatisfactoryFairSatisfactory-26300
September 200273.7FairSatisfactorySatisfactorySatisfactory-17700
September 200173.7FairSatisfactorySatisfactorySatisfactory-17700
September 200073.4FairSatisfactorySatisfactorySatisfactory-17700
September 199973.4FairSatisfactorySatisfactorySatisfactory-18700
September 199873.4FairSatisfactorySatisfactorySatisfactory-17700
October 199666.8FairSatisfactorySatisfactorySatisfactory-15800
September 199563.7FairSatisfactorySatisfactorySatisfactorySD15800
October 199463.7GoodVery GoodGoodVery GoodSD16700
August 199363.7GoodVery GoodGoodVery GoodSD16700
September 199263.7GoodVery GoodGoodVery GoodSD15500
June 199163.7GoodVery GoodGoodVery Good-15500