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295 AVENUE over SLIPPERY ELM HOLLOW

Map

Coordinates:
+40.70833, -95.62778
40°42'30" N, 95°37'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:295 AVENUE over SLIPPERY ELM HOLLOW
Structure number:000000000159500
Location:068421404
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Other [9]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:20 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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: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 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:26.2 tons [23.8 metric tons]
Inventory rating:17.7 tons [16.1 metric tons]
Sufficiency rating:57.6
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
May 201557.6FairSatisfactorySatisfactoryFair-20
May 201357.6FairSatisfactorySatisfactoryFair-20
May 201155.8FairGoodGoodFair-15
May 200955.6FairGoodGoodFair-15
April 200766.0FairSatisfactorySatisfactorySatisfactory-15
February 200566.0FairSatisfactorySatisfactoryGood-15
March 200366.0GoodGoodGoodGood-15
April 200166.0GoodGoodGoodGood-15
May 199970.0GoodGoodGoodGood-15
June 199770.0GoodGoodGoodGood-15
April 199570.0GoodGoodGoodGood-15
May 199370.0GoodGoodGoodGood-15
March 199170.0GoodGoodGoodGood-15