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LOCAL over TRIB S FORK ENGLISH RIVE

Map

Coordinates:
+41.82500, -92.51667
41°49'30" N, 92°31'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL over TRIB S FORK ENGLISH RIVE
Structure number:000000000213391
Location:077131203
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:57.1 ft. [17.4 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1996
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:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:20 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:30.1 tons [27.4 metric tons]
Inventory rating:18.0 tons [16.4 metric tons]
Sufficiency rating:69.2
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
June 201669.2FairSatisfactorySatisfactoryGood-20
March 201467.6FairSatisfactorySatisfactoryGood-20
March 201265.0FairGoodSatisfactoryGood-20
April 200890.6FairVery GoodSatisfactoryVery Good-20
February 200690.8FairVery GoodSatisfactoryVery Good-20
April 200490.8FairVery GoodSatisfactoryVery Good-20
April 200290.8FairVery GoodSatisfactoryVery Good-20
June 200190.8FairVery GoodSatisfactoryVery Good-20
December 199890.8FairVery GoodSatisfactoryVery Good-20
April 199790.8FairVery GoodSatisfactoryVery Good-20
July 199699.0GoodExcellentExcellentExcellent-20