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LRD SPRING COULEE over SPRING COULEE CREEK

Map 

Coordinates:
+43.60423, -91.17365
43°36'15" N, 91°10'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD SPRING COULEE over SPRING COULEE CREEK
Structure number:P62090400000000
Location:0.8M W JCT CTH K
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.0 ft. [6.4 m]
Total length:22.3 ft. [6.8 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Skew angle:45°
Owner:Town or Township Highway Agency [03]
Year built:1950
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:Bituminous [6]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:70 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:16.2 tons [14.7 metric tons]
Inventory rating:8.9 tons [8.1 metric tons]
Sufficiency rating:35.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$130,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201635.8FairGoodSatisfactoryFairSD70
May 201535.8FairGoodSatisfactoryFairSD70
May 201435.8FairGoodSatisfactoryFairSD60
May 201245.3FairGoodSatisfactoryFairFO60
May 201045.3FairGoodSatisfactoryFairFO60
May 200852.3FairGoodGoodSatisfactoryFO60
May 200652.3GoodVery GoodVery GoodGoodFO60
May 200452.3GoodVery GoodVery GoodGoodFO60
March 200252.3GoodVery GoodVery GoodGoodFO60
April 200056.3GoodVery GoodVery GoodGood-60
April 199852.3GoodVery GoodVery GoodVery GoodFO60
July 199656.3GoodVery GoodVery GoodVery Good-60
March 199457.2GoodVery GoodVery GoodVery Good-60
July 199257.2GoodVery GoodVery GoodVery Good-60
October 199057.2GoodVery GoodVery GoodVery Good-60