+37.33528, -88.09333
37°20'07" N, 88°05'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:028B00021N
Old structure number:028*0091*B0021 (from 1992 edition)
Location:.70 MI N.W. OF JCT US 60
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1929
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: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: May 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:878 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:40.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$301,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorPoorPoorPoor87840.0
May 2017PoorPoorPoorPoor8784.0
May 2016PoorPoorPoorPoor9124.0
May 2015PoorFairPoorFair91242.9
May 2014PoorSatisfactoryPoorFair91244.1
May 2012PoorFairPoorFair99442.4
May 2010PoorFairPoorFair99842.4
May 2008PoorFairPoorFair103042.2
June 2006FairFairFairFair103049.5
June 2004FairFairFairFair91149.9
May 2000FairFairFairFair132148.5
May 1998FairFairFairFair132148.5
May 1996FairFairFairFair99047.2
May 1994FairFairFairFair72941.1
May 1992FairFairFairFair72941.1
May 1990FairFairFairFair72960.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.344003440
Reinforced Concrete Top Flangesq. ft.1,889001,8890
Wearing Surfacessq. ft.1,64101,64100
Reinforced Concrete Columneach20020
Reinforced Concrete Pier Walllinear ft.2500250
Reinforced Concrete Abutmentlinear ft.6100610
Reinforced Concrete Pier Caplinear ft.2700270
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.172172000
Steel Protective Coatingsq. ft.860860000