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LOCAL RD. 16-F.5 over ROSE CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+39.92187, -97.65156
39°55'19" N, 97°39'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL RD. 16-F.5 over ROSE CREEK
Structure number:000790787003105
Location:0.5N 6.0W OF MUNDEN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Other [9]

Latest Available Inspection: September 2014

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:10 [as of 2014]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:23.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$230,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2014PoorSatisfactoryPoorSerious1023.5
August 2013PoorSatisfactoryPoorSerious1023.5
August 2012PoorSatisfactoryPoorSerious1023.5
September 2011PoorSatisfactoryPoorSerious1023.5
October 2010PoorSatisfactoryPoorSerious1023.5
September 2008PoorSatisfactoryPoorSerious1023.5
October 2007PoorSatisfactoryPoorPoor1024.5
September 2006PoorSatisfactoryPoorPoor1024.5
October 2004PoorSatisfactoryPoorFair1024.5
October 2002PoorSatisfactoryPoorFair1024.5
September 2000PoorSatisfactoryPoorFair1024.5
December 1998PoorSatisfactoryPoorFair1024.5
January 1997PoorSatisfactoryPoorPoor1022.5
March 1995PoorSatisfactoryPoorGood1022.5
March 1993PoorFairPoorGood1021.5
March 1991PoorSatisfactoryPoorGood1020.5