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TOWNSHIP ROAD over VERDIGRIS CREEK

Map

Coordinates:
+42.57034, -98.06629
42°34'13" N, 98°03'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TOWNSHIP ROAD over VERDIGRIS CREEK
Structure number:C005402505P
Location:1.5S 1.4W OF VERDIGRE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:15.7 ft. [4.8 m]
Owner:County Highway Agency [02]
Year built:1935
Year reconstructed:1969
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:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:25 [as of 2003]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:16.0 tons [14.5 metric tons]
Inventory rating:9.0 tons [8.2 metric tons]
Sufficiency rating:29.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201529.7FairSatisfactoryFairSatisfactoryFO25
October 201329.7FairSatisfactoryFairSatisfactoryFO25
February 201240.2FairSatisfactorySatisfactorySatisfactoryFO25
February 201040.2FairSatisfactorySatisfactorySatisfactoryFO25
November 200740.2FairSatisfactorySatisfactorySatisfactoryFO25
October 200527.1GoodVery GoodGoodVery GoodFO25
September 200327.1GoodVery GoodGoodVery GoodFO25
August 200127.1GoodVery GoodGoodVery GoodFO25
June 199925.1GoodVery GoodGoodVery GoodFO25
August 199725.1GoodVery GoodGoodVery GoodFO25
December 199516.4----SD25
September 199332.5FairVery GoodSatisfactoryVery GoodSD25
July 199137.7FairVery GoodSatisfactoryVery GoodSD25