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180TH RD. over PARADISE CREEK

Map

Coordinates:
+39.12860, -98.94498
39°07'43" N, 98°56'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:180TH RD. over PARADISE CREEK
Structure number:000840647004202
Location:2.0W 1.0N OF PARADISE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.5 ft. [9.0 m]
Total length:29.5 ft. [9.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1915
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Masonry [8]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Gravel [8]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:40 [as of 2014]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:57.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$200,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Good7 out of 104057.5
March 2016Fair5 out of 104047.5
February 2014Fair5 out of 104047.5
May 2012Fair5 out of 104047.5
May 2010FairN out of 104052.5
April 2008FairN out of 104045.4
February 2006FairN out of 104045.4
February 2004FairN out of 104045.4
February 2002FairN out of 104045.3
April 2000FairN out of 104043.3
April 1998FairN out of 104043.5
March 1996FairN out of 104043.3
October 1993FairN out of 104043.3
August 1991FairN out of 104043.3