US 64 over Little Spadra


+35.47278, -93.50754
35°28'22" N, 93°30'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 64 over Little Spadra
Structure number:000000000000358
Location:12.21 M E Franklin Co L
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:35.1 ft. [10.7 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1955
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:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,700 [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: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: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:76.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$643,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactorySatisfactorySatisfactory670076.0
September 2014FairSatisfactorySatisfactoryFair670064.6
September 2012FairSatisfactorySatisfactorySatisfactory750075.7
September 2010FairSatisfactorySatisfactorySatisfactory750075.7
September 2008FairGoodSatisfactorySatisfactory750064.5
August 2006FairGoodSatisfactorySatisfactory750064.5
August 2004FairGoodSatisfactorySatisfactory720064.6
September 2002FairSatisfactorySatisfactorySatisfactory820063.9
July 2000FairSatisfactoryGoodSatisfactory700064.3
August 1998FairSatisfactoryGoodSatisfactory700064.3
September 1996FairSatisfactoryGoodFair257560.3
July 1994FairSatisfactoryGoodFair257557.4
September 1992FairSatisfactoryGoodFair257557.4
July 1990FairSatisfactorySatisfactoryFair597851.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.350350000
Reinforced Concrete Top Flangesq. ft.2,2052,205000
Wearing Surfacessq. ft.1,953941249880
Reinforced Concrete Columneach21010
Reinforced Concrete Abutmentlinear ft.63313110
Reinforced Concrete Pier Caplinear ft.2825300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.140014000
Steel Protective Coatingsq. ft.42000120300