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WYO 116 over W Fork Hay Creek

Map

Coordinates:
+43.86813, -104.79869
43°52'05" N, 104°47'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WYO 116 over W Fork Hay Creek
Structure number:LUS
Location:Upton South
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:213 [as of 2017]
Truck traffic:17% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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:99.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2018Good7 out of 1021399.6
February 2017Good7 out of 1020299.6
February 2015Good7 out of 1019099.7
January 2013Good7 out of 1015899.7
February 2011Good7 out of 1015997.4
February 2009Good7 out of 1016097.4
February 2007Good8 out of 1030096.6
August 2005Good8 out of 1016097.4