US 10 over ELK RIVER


+45.31001, -93.59677
45°18'36" N, 93°35'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.820816400
Reinforced Concrete Girder/Beamlinear ft.1,64001,3123280
Reinforced Concrete Decksq. ft.16,86716,53003370
Wearing Surfacessq. ft.15,34915,04203070
Reinforced Concrete Columneach86200
Reinforced Concrete Abutmentlinear ft.20420168160
Steel Pileeach44000
Steel Protective Coatingsq. ft.999999000
Reinforced Concrete Pier Caplinear ft.164986600
Strip Seal Jointlinear ft.164162200
Pourable Jointlinear ft.246243300
Compression Jointlinear ft.203199400
Elastomeric Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.410410000