MO 5 S over OSAGE FK OVRFL

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

Map

Coordinates:
+37.53644, -92.58961
37°32'11" N, 92°35'23" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	MO 5 S over OSAGE FK OVRFL
Structure number:	5701
Old structure number:	K 180 1 `(from 1992 edition)`
Location:	S 28 T 33 N R 15 W
Purpose:	Carries highway over relief for waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	42.7 ft. `[13.0 m]`
Total length:	382.9 ft. `[116.7 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	26.9 ft. `[8.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1932
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:	9
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:	2,474 `[as of 2012]`
Truck traffic:	15% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 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:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	16.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,361,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2012	Poor	Poor	Fair	Fair	2474	16.4
September 2011	Poor	Poor	Fair	Fair	2498	16.4
October 2010	Poor	Poor	Fair	Fair	2152	17.0
October 2009	Poor	Poor	Fair	Fair	2182	17.0
October 2008	Poor	Poor	Fair	Fair	2182	17.0
October 2007	Poor	Poor	Fair	Fair	2584	17.0
December 2005	Fair	Fair	Satisfactory	Satisfactory	2808	31.7
November 2003	Fair	Fair	Satisfactory	Satisfactory	2684	32.2
February 2003	Fair	Fair	Satisfactory	Satisfactory	3062	30.6
November 2001	Fair	Fair	Satisfactory	Satisfactory	2978	30.9
November 2000	Fair	Fair	Satisfactory	Satisfactory	2671	31.3
September 1999	Fair	Fair	Satisfactory	Satisfactory	2591	31.7
November 1998	Fair	Fair	Satisfactory	Satisfactory	2591	31.7
October 1997	Fair	Fair	Satisfactory	Satisfactory	2591	29.7
December 1996	Fair	Fair	Satisfactory	Satisfactory	2035	32.2
January 1995	Fair	Fair	Good	Satisfactory	2035	32.2
December 1994	Fair	Fair	Good	Satisfactory	1957	35.1
November 1993	Fair	Fair	Good	Satisfactory	2077	32.0
October 1992	Poor	Fair	Good	Poor	2077	4.0
October 1991	Fair	Fair	Good	Satisfactory	1980	35.0