WYO 433 over 10 Mile Creek


+44.07963, -107.95806
44°04'47" N, 107°57'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WYO 433 over 10 Mile Creek
Structure number:CXG
Location:Worland - Manderson
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.0 ft. [6.4 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:895 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:62.3
Estimated cost of work:$52,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory89562.3
April 2016FairSatisfactorySatisfactorySatisfactory50070.3
April 2014FairSatisfactoryGoodSatisfactory152264.2
May 2012FairSatisfactoryGoodGood151964.2
June 2010GoodGoodGoodGood141264.2
June 2008GoodGoodGoodGood139064.2
June 2006GoodGoodGoodGood144064.2
May 2004GoodGoodGoodGood79064.2
May 2002GoodGoodGoodGood83064.2
May 2000FairGoodGoodSatisfactory85064.2
May 1998FairGoodGoodSatisfactory85064.2
May 1996FairGoodGoodSatisfactory65067.5
June 1994GoodVery GoodGoodGood65053.4
March 1992GoodVery GoodVery GoodGood64053.4
December 1989GoodVery GoodVery GoodGood64053.4