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CTH J over TIFFANY CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CTH J over TIFFANY CREEK
Structure number:P06009600000000
Location:0.2M E JCT CTH JJ
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:31.8 ft. [9.7 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [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: September 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:86 [as of 2015]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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 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:27.0 tons [24.5 metric tons]
Inventory rating:16.1 tons [14.6 metric tons]
Sufficiency rating:45.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$171,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201645.5PoorPoorPoorFairSD86
September 201545.5PoorPoorPoorFairSD86
September 201445.5PoorPoorPoorFairSD80
October 201248.7PoorPoorPoorFairSD80
October 201061.4PoorPoorPoorFairSD80
October 200861.4PoorPoorPoorFairSD80
November 200779.4FairFairFairSatisfactory-80
October 200679.4FairFairFairSatisfactory-80
October 200479.4FairFairFairSatisfactory-80
September 200279.4FairFairFairSatisfactory-80
August 200066.4PoorSatisfactoryPoorSatisfactorySD80
September 199880.4FairSatisfactoryFairSatisfactory-80
March 199690.4PoorPoorSatisfactorySatisfactorySD60
April 199490.9PoorPoorSatisfactorySatisfactorySD60
April 199290.9PoorPoorSatisfactorySatisfactorySD70
March 199090.9PoorPoorSatisfactorySatisfactorySD70