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FM over WILLOW CREEK

Map

Coordinates:
+42.95556, -95.56389
42°57'20" N, 95°33'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM over WILLOW CREEK
Structure number:000000000258850
Location:094401502
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:43.0 ft. [13.1 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
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: April 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2011]
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 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:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:42.7 tons [38.8 metric tons]
Inventory rating:29.6 tons [26.9 metric tons]
Sufficiency rating:57.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201557.7PoorPoorSatisfactoryPoorSD200
July 201357.7PoorPoorSatisfactoryPoorSD200
August 201147.3PoorPoorSatisfactoryPoorSD200
August 200962.1FairFairSatisfactoryFair-160
July 200762.5FairFairSatisfactoryFair-160
August 200562.5FairFairSatisfactoryFair-230
July 200366.0FairFairSatisfactoryFair-230
July 200177.0FairSatisfactoryGoodSatisfactory-350
October 200091.9FairGoodGoodSatisfactory-350
October 199891.9FairGoodVery GoodSatisfactory-220
August 199691.9GoodVery GoodVery GoodVery Good-220
April 199491.9GoodVery GoodVery GoodVery Good-220
May 199291.9GoodVery GoodVery GoodVery Good-220
June 199091.9GoodVery GoodVery GoodVery Good-200