MO 151 S over OTTER CR

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

Map

Coordinates:
+39.66356, -92.26036
39°39'49" N, 92°15'37" W

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

Name:	MO 151 S over OTTER CR
Structure number:	9592
Old structure number:	X 211 1 `(from 1992 edition)`
Location:	S 8 T 56 N R 12 W
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	49.2 ft. `[15.0 m]`
Total length:	112.9 ft. `[34.4 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1937
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 9 / H 10 `[1]`
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:	732 `[as of 2008]`
Truck traffic:	23% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	32.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$735,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2009	Poor	Poor	Satisfactory	Fair	732	32.5
November 1999	Poor	Poor	Satisfactory	Fair	596	32.6
December 1991	Fair	Fair	Very Good	Fair	303	37.5