US 64 over Horsehead Creek


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 64 over Horsehead Creek
Structure number:000000000001198
Location:5.84 E of franklin Co L
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:102.0 ft. [31.1 m]
Total length:421.0 ft. [128.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans 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:2,900 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:44.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$900,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairFairSatisfactory290044.8
September 2016FairFairFairSatisfactory310049.9
August 2014FairFairFairSatisfactory310049.9
September 2012FairSatisfactorySatisfactorySatisfactory380062.0
September 2010FairSatisfactorySatisfactorySatisfactory380056.7
September 2008FairSatisfactorySatisfactorySatisfactory380056.7
September 2007FairSatisfactorySatisfactorySatisfactory350044.5
September 2006FairSatisfactorySatisfactorySatisfactory350044.5
August 2004FairSatisfactorySatisfactorySatisfactory380044.1
September 2002FairSatisfactorySatisfactorySatisfactory360044.1
July 2000FairSatisfactorySatisfactorySatisfactory380043.8
August 1998FairSatisfactorySatisfactorySatisfactory380043.8
September 1996FairSatisfactorySatisfactorySatisfactory141549.5
July 1994FairSatisfactorySatisfactorySatisfactory141549.5
September 1992FairSatisfactorySatisfactorySatisfactory141549.5
July 1990FairSatisfactorySatisfactorySatisfactory236746.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1,0851,0602050
Reinforced Concrete Decksq. ft.5,1164,5003003160
Steel Trusslinear ft.4081501541040
Steel Floor Beamlinear ft.5721502721500
Reinforced Concrete Top Flangesq. ft.5,4685,468000
Steel Gusset Plateeach80561680
Reinforced Concrete Columneach2625010
Reinforced Concrete Abutmentlinear ft.5046400
Reinforced Concrete Pier Caplinear ft.176170600
Movable Bearingeach40040
Fixed Bearingeach40400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.40820820000
Reinforced Concrete Bridge Raillinear ft.434424460