WYO 270 over Cherry Creek


+43.00535, -104.64428
43°00'19" N, 104°38'39" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WYO 270 over Cherry Creek
Structure number:KJT
Location:Lance Creek-South
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:47.9 ft. [14.6 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.7 ft. [11.8 m]
Owner:State Highway Agency [01]
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:135 [as of 2017]
Truck traffic:17% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactoryGoodGood13599.7
March 2016GoodGoodGoodGood32699.3
March 2014GoodGoodGoodGood20399.5
February 2012GoodGoodGoodGood20399.5
March 2010GoodGoodGoodGood161100.0
March 2008GoodGoodGoodGood160100.0
January 2006GoodGoodGoodGood130100.0
January 2004GoodGoodGoodGood160100.0
March 2002FairSatisfactoryGoodGood150100.0
February 2000FairSatisfactoryExcellentSatisfactory190100.0
February 1998FairSatisfactoryExcellentSatisfactory190100.0
January 1996FairSatisfactoryExcellentSatisfactory150100.0