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LRD S 6TH ST over BR KINNICKINNIC RIVER

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

Facts 

Name:LRD S 6TH ST over BR KINNICKINNIC RIVER
Structure number:P40058100000000
Location:1.2M N JCT CTH ZZ
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.1 ft. [4.0 m]
Total length:24.9 ft. [7.6 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1968
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,800 [as of 2014]
Structural appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [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:26.7 tons [24.3 metric tons]
Sufficiency rating:91.9

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201691.9Fair6 out of 10-11800
June 201491.9Fair6 out of 10-11800
June 201288.9Fair6 out of 10-11800
June 201073.7Fair6 out of 10-12400
July 200873.7Fair6 out of 10-12400
June 200673.7Fair6 out of 10-12400
May 200473.7Fair6 out of 10-12400
June 200273.8Fair6 out of 10-11500
June 200073.0Fair6 out of 10-11500
July 199874.0Fair6 out of 10-4167
October 199674.0Fair6 out of 10-4167
June 199474.1Fair6 out of 10-4167
October 199274.1Fair6 out of 10-4167
July 199074.1Fair6 out of 10-4167