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LOCAL ROAD over HUMPAL CREEK

Map 

Coordinates:
+43.41389, -92.47778
43°24'50" N, 92°28'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over HUMPAL CREEK
Structure number:000000000346920
Location:097090202
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1964
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:Gravel [8]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:70 [as of 2009]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:21.8 tons [19.8 metric tons]
Inventory rating:13.2 tons [12.0 metric tons]
Sufficiency rating:54.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201554.0FairSatisfactoryFairSatisfactory-70
December 201354.0FairSatisfactoryFairSatisfactory-70
December 201146.2FairSatisfactoryFairSatisfactoryFO70
December 200953.8FairSatisfactoryFairSatisfactory-70
December 200754.0FairSatisfactoryFairSatisfactory-70
March 200664.0FairSatisfactorySatisfactorySatisfactory-70
October 200364.0FairSatisfactorySatisfactorySatisfactory-70
February 200264.0FairGoodSatisfactorySatisfactory-70
March 200064.0FairGoodGoodSatisfactory-60
February 199864.8FairGoodGoodSatisfactory-60
July 199651.8FairGoodGoodSatisfactoryFO60
May 199451.8FairGoodGoodSatisfactoryFO60
April 199252.8FairGoodGoodSatisfactoryFO60
June 199052.4GoodGoodGoodGoodFO60