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JONQUIL over WILLOW CREEK

Map

Coordinates:
+43.13913, -93.32006
43°08'21" N, 93°19'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JONQUIL over WILLOW CREEK
Structure number:000000000106361
Location:096211504
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:47.9 ft. [14.6 m]
Owner:County Highway Agency [02]
Year built:1997
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:560 [as of 2013]
Truck traffic:16% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:99.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2016Good7 out of 1056099.7
March 2014Good7 out of 1056099.7
March 2012Good7 out of 1013099.9
March 2010Good7 out of 10130100.0
March 2008Good7 out of 10130100.0
January 2006Good9 out of 10130100.0
June 2004Good9 out of 1015097.0
January 2002Good9 out of 1015097.0
January 2000Good9 out of 1015097.0
July 1997Good9 out of 10150100.0