E 333RD ST 177 over WILLOW CREEK


+38.46328, -95.61914
38°27'48" N, 95°37'09" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E 333RD ST 177 over WILLOW CREEK
Structure number:000701003905120
Location:2.5S 0.9E OF MELVERN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [as of 2013]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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: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:65.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2018Fair6 out of 105065.3
August 2016Fair6 out of 105065.3
January 2015Fair6 out of 105065.3
October 2012Fair6 out of 105065.3
April 2010Fair6 out of 105066.3
January 2008Fair6 out of 105066.3
December 2005Fair6 out of 105066.3
December 2003Fair6 out of 105066.3
February 2001Fair6 out of 105066.3
February 1999Fair6 out of 105066.5
January 1997Good7 out of 105065.3
February 1995Good7 out of 105065.3
November 1993Good7 out of 105065.3
December 1990Fair6 out of 105065.2