SH 28 over Fourche Lafave River


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 28 over Fourche Lafave River
Structure number:000000000002724
Location:3.23 M E of Scott Co line
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:65.0 ft. [19.8 m]
Total length:502.0 ft. [153.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:290 [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: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 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:77.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$641,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactorySatisfactory29077.0
December 2015FairSatisfactorySatisfactorySatisfactory31077.0
November 2013FairSatisfactorySatisfactorySatisfactory31077.0
November 2011PoorSatisfactoryPoorFair34049.9
November 2010PoorSatisfactoryPoorFair34049.9
December 2009PoorSatisfactoryPoorFair34049.9
October 2008PoorSatisfactoryPoorFair35049.9
October 2007PoorSatisfactoryPoorFair34043.3
January 2007PoorSatisfactoryPoorFair34043.3
November 2005PoorSatisfactoryPoorFair31043.4
December 2004PoorSatisfactoryPoorFair31043.4
October 2003PoorSatisfactoryPoorFair35043.1
October 2000GoodGoodVery GoodVery Good36066.3
November 1998GoodGoodVery GoodVery Good36066.3
November 1996GoodGoodVery GoodVery Good16570.9
November 1994GoodGoodVery GoodVery Good16570.4
December 1992GoodGoodVery GoodVery Good16570.4
October 1990GoodGoodVery GoodVery Good39365.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,5103602,0001500
Steel Protective Coatingsq. ft.16,7102,43014,28000
Reinforced Concrete Decksq. ft.13,0528,0005,05200
Steel Columneach34515140
Steel Protective Coatingsq. ft.2,1423151,771056
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.51312000
Reinforced Concrete Abutmentlinear ft.5858000
Reinforced Concrete Pier Caplinear ft.26414412000
Assembly with Sealeach4848000
Open Jointlinear ft.264264000
Movable Bearingeach6006000
Steel Protective Coatingsq. ft.7500750
Fixed Bearingeach6006000
Steel Protective Coatingsq. ft.7500750
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,0041,004000
Steel Protective Coatingsq. ft.3,0123,012000