RD V6 961.5-482.4 over STREAM


+38.67631, -96.01289
38°40'35" N, 96°00'46" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RD V6 961.5-482.4 over STREAM
Structure number:000560961504824
Location:2.0N 4.5E OF ADMIRE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:County Highway Agency [02]
Year built:1930
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:30 [as of 2007]
Structural appraisal:Equal to present minimum criteria [6]
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 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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Fair6 out of 103086.2
February 2017Fair6 out of 103086.2
April 2015Fair6 out of 103086.2
April 2013Fair6 out of 103088.4
June 2011Fair6 out of 103088.4
May 2009Fair6 out of 103088.4
May 2007Fair6 out of 103088.4
January 2005Fair6 out of 103088.4
January 2003Fair6 out of 103086.2
May 2001Fair6 out of 103086.2
February 1999Fair6 out of 103086.5
April 1997Fair6 out of 103086.5
March 1995Fair6 out of 103086.2
April 1993Good7 out of 103084.2
April 1991Good7 out of 103084.2