US 167 Sharp Co. over PINEY CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 167 Sharp Co. over PINEY CREEK
Structure number:0000000000A0798
Location:11.31 MI N INDEPENDENCE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:101.1 ft. [30.8 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1955
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,100 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:54.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$781,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactoryFair310054.9
June 2015FairSatisfactorySatisfactoryFair300055.1
June 2013FairSatisfactorySatisfactoryFair300055.1
June 2011FairSatisfactorySatisfactoryFair290054.0
June 2009FairSatisfactorySatisfactoryFair290059.6
June 2007FairSatisfactorySatisfactoryFair290059.6
June 2005FairSatisfactorySatisfactoryFair320034.8
June 2003FairSatisfactorySatisfactoryFair290050.4
April 2002FairSatisfactorySatisfactoryFair290050.4
April 2000FairSatisfactorySatisfactoryFair310049.9
February 1998FairFairFairFair310046.7
February 1996FairFairFairFair130553.1
February 1994FairFairFairFair130551.4
February 1992FairFairFairFair161250.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.6804551101150
Reinforced Concrete Archlinear ft.30365215230
Reinforced Concrete Top Flangesq. ft.5,9605,0253206150
Reinforced Concrete Columneach90720
Reinforced Concrete Pier Walllinear ft.1818000
Reinforced Concrete Abutmentlinear ft.100833140
Reinforced Concrete Pier Caplinear ft.59384170
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.40414426000