+37.40976, -92.89003
37°24'35" N, 92°53'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IS 44 E over E FK NIANGUA RVR
Structure number:6429
Old structure number:L 682R2 2 (from 1992 edition)
Location:S 14 T 31 N R 18 W
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:42.7 ft. [13.0 m]
Total length:212.9 ft. [64.9 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:13,771 [as of 2018]
Truck traffic:29% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:69.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$918,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorSatisfactoryPoorFair1377169.8
November 2016FairSatisfactoryFairFair1348986.0
November 2014FairSatisfactorySatisfactorySatisfactory1464197.0
November 2012FairSatisfactorySatisfactorySatisfactory1382795.1
November 2010FairSatisfactorySatisfactoryGood1410995.3
November 2008FairSatisfactorySatisfactoryGood1444795.3
December 2006FairSatisfactorySatisfactoryGood1399694.3
December 2004FairSatisfactorySatisfactoryGood1472894.3
January 2003FairSatisfactorySatisfactoryGood1396794.3
November 2001FairSatisfactorySatisfactoryGood1315894.3
November 2000FairSatisfactorySatisfactoryGood903393.9
September 1999FairSatisfactorySatisfactoryGood881393.9
November 1998FairSatisfactorySatisfactoryGood881393.9
November 1997FairSatisfactorySatisfactoryGood881393.9
January 1996FairSatisfactorySatisfactoryGood1033195.0
December 1994FairSatisfactorySatisfactoryGood1016895.0
November 1993FairSatisfactorySatisfactoryGood856495.1
December 1992GoodGoodGoodGood856495.1
January 1992GoodGoodGoodGood998495.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.1,2601,2282822
Reinforced Concrete Top Flangesq. ft.9,0538,71103420
Wearing Surfacessq. ft.8,41408,40950
Reinforced Concrete Columneach120930
Reinforced Concrete Pier Walllinear ft.6053340
Reinforced Concrete Abutmentlinear ft.126903330
Reinforced Concrete Pier Caplinear ft.1800431370
Elastomeric Bearingeach3030000
Movable Bearingeach120480
Steel Protective Coatingsq. ft.1200012
Fixed Bearingeach1800180
Steel Protective Coatingsq. ft.1800018
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.426420060
Reinforced Concrete Bridge Raillinear ft.426421230