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SR-10 over COTTON WOOD WASH

Map

Coordinates:
+39.20905, -111.02416
39°12'33" N, 111°01'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-10 over COTTON WOOD WASH
Structure number:0F 83
Location:SOUTH END OF CASTLE DALE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:75.1 ft. [22.9 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,265 [as of 2014]
Truck traffic:41% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:85.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodGoodSatisfactory426585.5
August 2015FairGoodGoodSatisfactory426583.5
August 2013FairGoodGoodSatisfactory406082.6
August 2011FairSatisfactoryGoodSatisfactory381592.1
October 2009FairSatisfactoryGoodFair381576.4
October 2007FairSatisfactoryGoodFair438975.9
October 2005FairSatisfactoryGoodFair438975.9
November 2003FairGoodGoodFair714077.7
August 1999FairGoodGoodFair405576.1
July 1997FairGoodVery GoodSatisfactory405087.7
July 1995FairGoodVery GoodSatisfactory371093.2
September 1993GoodGoodVery GoodGood342593.4
November 1991GoodGoodVery GoodGood184095.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.755755000
Deck
Reinforced Concrete Decksq. ft.6,2446,244000
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.8383000
Reinforced Concrete Pier Caplinear ft.42212100
Bearings
Elastomeric Bearingeach2020000
Bridge Rail
Other Material Bridge Raillinear ft.339033900