MO 58 E over BRIAR CR

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.


+38.71706, -93.84182
38°43'01" N, 93°50'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 58 E over BRIAR CR
Structure number:5796
Old structure number:K 384 1 (from 1992 edition)
Location:S 1 T 45 N R 27 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:41.3 ft. [12.6 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1935
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,093 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:20.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$719,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016PoorSeriousFairFair209320.3
December 2015PoorSeriousFairFair202320.3
December 2014PoorSeriousFairFair202320.3
December 2013PoorSeriousFairFair227620.3
December 2012PoorSeriousFairFair227620.3
November 2011PoorSeriousFairFair229920.3
January 2011FairFairFairSatisfactory215726.6
October 2009FairFairFairSatisfactory224926.0
October 2008FairFairFairSatisfactory224926.0
September 2006FairFairFairSatisfactory254325.2
January 2006FairFairSatisfactorySatisfactory255338.6
October 2004FairFairSatisfactorySatisfactory249838.9
January 2004FairFairSatisfactorySatisfactory252838.8
February 2003FairFairSatisfactorySatisfactory250638.9
February 2002FairFairSatisfactorySatisfactory243839.2
December 1999FairFairSatisfactorySatisfactory225738.9
December 1998FairFairSatisfactorySatisfactory225738.9
January 1998FairFairSatisfactorySatisfactory225738.9
February 1996PoorFairPoorSatisfactory20259.3
February 1995PoorFairSeriousSatisfactory19476.0
January 1994FairFairFairSatisfactory188327.0
October 1992FairFairFairSatisfactory188327.0
November 1991FairFairFairSatisfactory179527.6