County Road 10 over White River


+39.96561, -107.64669
39°57'56" N, 107°38'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:County Road 10 over White River
Structure number:RIOB-010-00.08
Location:0.08 Mi East of Co Rd 8
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:78.7 ft. [24.0 m]
Total length:81.4 ft. [24.8 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:County Highway Agency [02]
Year built:1930
Year reconstructed:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:192 [as of 2012]
Truck traffic:9% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:73.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,806,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory19273.9
September 2016FairSatisfactorySatisfactorySatisfactory19260.1
September 2014FairSatisfactorySatisfactorySatisfactory19260.1
September 2012FairSatisfactorySatisfactorySatisfactory19260.1
September 2010FairSatisfactorySatisfactorySatisfactory10969.8
September 2008FairSatisfactorySatisfactorySatisfactory10969.8
August 2006FairGoodSatisfactorySatisfactory27269.8
July 2004FairGoodSatisfactorySatisfactory27268.8
October 2002FairSatisfactorySatisfactoryFair27256.7
October 2001FairSatisfactorySatisfactoryFair15758.0
August 1999FairFairSatisfactoryFair15755.5
July 1997FairSatisfactorySatisfactoryGood15767.5
October 1995FairSatisfactoryGoodGood14867.5
August 1993GoodGoodGoodGood14867.5
September 1991GoodGoodGoodGood14867.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Stringerlinear ft.4061401631030
Steel Protective Coatingsq. ft.40614300263
Reinforced Concrete Decksq. ft.1,6403799313300
Wearing Surfacessq. ft.1,4451,32401210
Steel Trusslinear ft.162810810
Steel Protective Coatingsq. ft.1626100101
Steel Floor Beamlinear ft.127091360
Steel Protective Coatingsq. ft.127000127
Steel Gusset Plateeach40192100
Steel Protective Coatingsq. ft.40190021
Steel Columneach1414000
Steel Protective Coatingsq. ft.1414000
Reinforced Concrete Abutmentlinear ft.47331040
Steel Pier Caplinear ft.4700470
Steel Protective Coatingsq. ft.4747000
Open Jointlinear ft.2012800
Other Jointlinear ft.121012100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.324032400
Steel Protective Coatingsq. ft.32416200162