County Road 67 over S Fk Williams Fk River


+40.26759, -107.43353
40°16'03" N, 107°26'01" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:County Road 67 over S Fk Williams Fk River
Structure number:107006706.30734
Location:6.3 Mi S of Co Rd 29
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:62.3 ft. [19.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1920
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Corrugated Steel [6]
Wearing surface:Gravel [8]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:41 [as of 2016]
Deck condition:Fair [5 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:37.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,235,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorFairCriticalSatisfactory4137.9
April 2018PoorFairCriticalSatisfactory4137.9
October 2016PoorFairCriticalSatisfactory6237.3
October 2014PoorSatisfactoryPoorSatisfactory6238.4
October 2012PoorSatisfactoryPoorGood6238.4
October 2010PoorSatisfactoryPoorGood1739.6
September 2008PoorSatisfactoryPoorGood1739.6
August 2006PoorFairPoorGood4237.6
August 2004FairSatisfactoryFairGood4243.7
August 2002FairSatisfactoryFairVery Good4243.2
August 2000FairSatisfactoryFairVery Good3641.8
September 1999FairSatisfactoryFairVery Good3641.8
September 1998FairSatisfactoryFairVery Good3641.8
August 1996FairSatisfactoryFairVery Good3641.8
September 1994FairSatisfactorySatisfactoryVery Good3639.2
August 1992FairSatisfactorySatisfactoryVery Good3639.2
September 1990GoodGoodGoodVery Good3738.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Stringerlinear ft.62303233000
Steel Protective Coatingsq. ft.623000623
Steel Trusslinear ft.125065600
Steel Protective Coatingsq. ft.125000125
Steel Floor Beamlinear ft.130065650
Steel Protective Coatingsq. ft.130000130
Steel Gusset Plateeach40166126
Steel Protective Coatingsq. ft.40160024
Reinforced Concrete Abutmentlinear ft.4343000
Corrugated or Orthotropic Decksq. ft.1,24609462991
Steel Protective Coatingsq. ft.1,2460001,246
Elastomeric Bearingeach43100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.125012500
Steel Protective Coatingsq. ft.125000125