US 82 S-4 LM 10.36 over HARPER CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 82 S-4 LM 10.36 over HARPER CREEK
Structure number:000000000002668
Location:1.25 MI W JCT OF SH 98
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:32.2 ft. [9.8 m]
Total length:162.1 ft. [49.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,700 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:58.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,159,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryFairFair370058.7
February 2016FairGoodFairFair380058.6
February 2014FairGoodFairFair380058.6
February 2012FairGoodFairSatisfactory410058.1
February 2010FairGoodFairSatisfactory410058.1
February 2008FairGoodSatisfactorySatisfactory450069.7
March 2006FairGoodSatisfactorySatisfactory460069.6
June 2004FairGoodSatisfactorySatisfactory460069.6
April 2002FairGoodSatisfactorySatisfactory460069.4
May 2000FairGoodSatisfactorySatisfactory450069.5
May 1998FairGoodSatisfactorySatisfactory450067.5
May 1996FairGoodSatisfactorySatisfactory155073.1
April 1994FairGoodSatisfactorySatisfactory155073.1
May 1992FairGoodSatisfactorySatisfactory155072.1
April 1990FairGoodSatisfactorySatisfactory368066.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.8107565220
Steel Protective Coatingsq. ft.4,93304,93300
Reinforced Concrete Decksq. ft.4,2124,05715500
Reinforced Concrete Pileeach1641200
Reinforced Concrete Pier Caplinear ft.1561262190
Assembly without Seal Jointlinear ft.191019100
Movable Bearingeach2501870
Fixed Bearingeach2501870
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.324324000