MO 49 S over MCKENZIE CR

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

Map

Coordinates:
+37.22592, -90.71486
37°13'33" N, 90°42'53" W

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

Name:	MO 49 S over MCKENZIE CR
Structure number:	5163
Old structure number:	H 899 1 `(from 1992 edition)`
Location:	S 3 T 29 N R 3 E
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	89.9 ft. `[27.4 m]`
Total length:	94.2 ft. `[28.7 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	21.0 ft. `[6.4 m]`
Skew angle:	39°
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]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	1,394 `[as of 2015]`
Truck traffic:	12% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	6.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$652,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2015	Poor	Fair	Serious	Satisfactory	1394	6.0
October 2013	Poor	Satisfactory	Poor	Satisfactory	1346	12.3
December 2011	Fair	Satisfactory	Fair	Satisfactory	1756	27.3
December 2009	Fair	Satisfactory	Fair	Satisfactory	1648	29.2
October 2007	Fair	Satisfactory	Satisfactory	Satisfactory	2028	40.5
October 2005	Fair	Satisfactory	Satisfactory	Satisfactory	2100	40.0
December 2003	Fair	Satisfactory	Satisfactory	Satisfactory	2310	38.7
February 2003	Fair	Satisfactory	Satisfactory	Satisfactory	2290	38.8
November 2001	Fair	Satisfactory	Satisfactory	Satisfactory	2228	39.2
December 1999	Fair	Satisfactory	Satisfactory	Satisfactory	2200	37.9
December 1998	Fair	Satisfactory	Satisfactory	Satisfactory	2200	37.9
December 1997	Fair	Satisfactory	Satisfactory	Satisfactory	2200	37.9
January 1997	Fair	Satisfactory	Satisfactory	Satisfactory	1905	39.8
December 1995	Fair	Satisfactory	Satisfactory	Satisfactory	1905	39.9
November 1994	Fair	Satisfactory	Satisfactory	Satisfactory	2055	38.9
November 1993	Fair	Satisfactory	Satisfactory	Satisfactory	1987	39.3
January 1993	Fair	Satisfactory	Good	Satisfactory	1987	39.3
November 1991	Fair	Satisfactory	Good	Satisfactory	1894	40.0