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LRD RIVER RD over LITTLE ELK RIVER

Map

Coordinates:
+45.67394, -90.24864
45°40'26" N, 90°14'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LRD RIVER RD over LITTLE ELK RIVER
Structure number:P50006800000000
Location:1.3M N JCT CTH D
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:36.4 ft. [11.1 m]
Total length:38.4 ft. [11.7 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.7 ft. [5.7 m]
Owner:Town or Township Highway Agency [03]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span 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: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:58 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.3 tons [53.9 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:83.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$187,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201683.3FairSatisfactorySatisfactoryFair-58
August 201483.3FairSatisfactorySatisfactoryFair-58
August 201283.3FairSatisfactorySatisfactoryFair-56
August 201068.7FairSatisfactorySatisfactoryFair-56
August 200868.7FairSatisfactorySatisfactoryFair-56
August 200668.7FairSatisfactorySatisfactoryFair-56
August 200468.7FairGoodSatisfactoryFair-56
August 200268.7FairGoodSatisfactoryFair-56
September 200068.7FairGoodSatisfactoryFair-20
October 199868.7FairGoodSatisfactoryFair-20
September 199678.7FairGoodSatisfactorySatisfactory-20
October 199479.4FairGoodSatisfactorySatisfactory-20
October 199278.4FairFairSatisfactorySatisfactory-20
November 199078.4FairFairSatisfactorySatisfactory-20