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LRD SPRING COULEE over SPRING COULEE CREEK

Map

Coordinates:
+43.69218, -90.93747
43°41'32" N, 90°56'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LRD SPRING COULEE over SPRING COULEE CREEK
Structure number:B62011100000000
Location:3.4M E JCT CTH P
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:58.1 ft. [17.7 m]
Total length:60.7 ft. [18.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:84 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.4 tons [60.4 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:100.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 2016100.0FairGoodGoodSatisfactory-84
May 201487.0FairGoodGoodFair-75
May 201287.0FairGoodGoodFair-75
May 201098.0GoodGoodGoodGood-75
May 200898.0GoodGoodVery GoodVery Good-75
May 200698.0GoodVery GoodVery GoodVery Good-75
May 200498.0GoodVery GoodVery GoodVery Good-75
April 200298.0GoodVery GoodVery GoodVery Good-75
April 200098.0GoodVery GoodVery GoodVery Good-75
May 199898.0GoodVery GoodVery GoodVery Good-75
June 199698.0GoodExcellentExcellentExcellent-75
April 199498.0GoodExcellentExcellentExcellent-75
May 199298.0GoodExcellentExcellentVery Good-75
January 199098.0GoodExcellentExcellentVery Good-75