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RD 160 949.5-522.0 over STREAM

Map

Coordinates:
+38.39042, -96.12800
38°23'26" N, 96°07'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RD 160 949.5-522.0 over STREAM
Structure number:000560949505220
Location:1.0N 7.5W NEOSHO RAPIDS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.6 ft. [7.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:1939
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:50 [as of 2007]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:87.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Good7 out of 105087.2
May 2015Good7 out of 105088.2
May 2013Good7 out of 105090.4
April 2011Fair6 out of 105090.4
June 2009Fair6 out of 105090.4
May 2007Fair6 out of 105090.4
January 2005Fair6 out of 105090.4
January 2003Fair6 out of 105088.2
May 2001Fair6 out of 105088.2
February 1999Fair6 out of 105088.5
June 1997Fair6 out of 105088.5
April 1995Fair6 out of 105088.2
April 1993Good8 out of 105088.2
March 1991Good8 out of 105088.2