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18TH. RD. 277 over TRIB. TO LONG CREEK

Map

Coordinates:
+38.28853, -95.65578
38°17'19" N, 95°39'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:18TH. RD. 277 over TRIB. TO LONG CREEK
Structure number:000160999905360
Location:2.0E 1.0N OF SHARPE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2013]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:97.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2016Good7 out of 103097.0
June 2014Good7 out of 103098.0
April 2012Good7 out of 103098.0
November 2010Good7 out of 103097.0
October 2008Good7 out of 103097.0
October 2006Good7 out of 103097.0
December 2004Good7 out of 103097.0
November 2002Good7 out of 103097.0
March 1998Good7 out of 103098.0
June 1996Good7 out of 103098.0
April 1994Good8 out of 103098.0
October 1991Good9 out of 103094.9