+43.18096, -95.01515
43°10'51" N, 95°00'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 290TH AVE over PICKERAL RUN #37
Structure number:000000000117291
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:45 [as of 2015]
Structural 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: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:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair6 out of 1045100.0
March 2015Fair6 out of 1035100.0
March 2013Fair6 out of 1035100.0
March 2011Fair6 out of 1035100.0
March 2009Fair6 out of 103096.9
March 2007Fair6 out of 103097.0
December 2004Good7 out of 105097.0
November 2002Good7 out of 105097.0
April 2001Good7 out of 103097.0
December 1998Good7 out of 1025100.0
December 1996Good7 out of 1025100.0
August 1995Good9 out of 1025100.0