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.

Map

Coordinates:
+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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2016	Poor	Serious	Fair	Fair	2093	20.3
December 2015	Poor	Serious	Fair	Fair	2023	20.3
December 2014	Poor	Serious	Fair	Fair	2023	20.3
December 2013	Poor	Serious	Fair	Fair	2276	20.3
December 2012	Poor	Serious	Fair	Fair	2276	20.3
November 2011	Poor	Serious	Fair	Fair	2299	20.3
January 2011	Fair	Fair	Fair	Satisfactory	2157	26.6
October 2009	Fair	Fair	Fair	Satisfactory	2249	26.0
October 2008	Fair	Fair	Fair	Satisfactory	2249	26.0
September 2006	Fair	Fair	Fair	Satisfactory	2543	25.2
January 2006	Fair	Fair	Satisfactory	Satisfactory	2553	38.6
October 2004	Fair	Fair	Satisfactory	Satisfactory	2498	38.9
January 2004	Fair	Fair	Satisfactory	Satisfactory	2528	38.8
February 2003	Fair	Fair	Satisfactory	Satisfactory	2506	38.9
February 2002	Fair	Fair	Satisfactory	Satisfactory	2438	39.2
December 1999	Fair	Fair	Satisfactory	Satisfactory	2257	38.9
December 1998	Fair	Fair	Satisfactory	Satisfactory	2257	38.9
January 1998	Fair	Fair	Satisfactory	Satisfactory	2257	38.9
February 1996	Poor	Fair	Poor	Satisfactory	2025	9.3
February 1995	Poor	Fair	Serious	Satisfactory	1947	6.0
January 1994	Fair	Fair	Fair	Satisfactory	1883	27.0
October 1992	Fair	Fair	Fair	Satisfactory	1883	27.0
November 1991	Fair	Fair	Fair	Satisfactory	1795	27.6