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360 AVENUE over BR SMITH CK

Map

Coordinates:
+43.84957, -98.98690
43°50'58" N, 98°59'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:360 AVENUE over BR SMITH CK
Structure number:000000008240059
Location:7.1N & 1.5W KIMBALL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Owner:County Highway Agency [02]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:42 [as of 2016]
Truck traffic:2% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:40.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$292,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2018Poor3 out of 104240.0
August 2016Poor3 out of 104240.0
September 2014Poor3 out of 104240.0
September 2012Poor3 out of 104240.0
September 2010Poor3 out of 104240.0
September 2008Poor3 out of 104240.0
July 2006Poor3 out of 104240.0
August 2004Poor4 out of 104242.4
July 2002Poor4 out of 104242.4
June 2000Poor3 out of 104240.0
July 1998Poor3 out of 104240.0
July 1996Poor4 out of 104242.0
August 1994Fair6 out of 104288.5
August 1992Fair6 out of 104289.5
July 1990Fair6 out of 104289.5