BISHOP RD over MUDDY FK

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

Map

Coordinates:
+39.40876, -94.34590
39°24'32" N, 94°20'45" W

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

Name:	BISHOP RD over MUDDY FK
Structure number:	13865
Old structure number:	0500003 024 `(from 1992 edition)`
Location:	S 14 T 53 N R 31 W
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	75.1 ft. `[22.9 m]`
Roadway width between curbs:	13.5 ft. `[4.1 m]`
Deck width edge-to-edge:	14.4 ft. `[4.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	1935
Year reconstructed:	1995
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Gravel `[8]`

Good/Fair/Poor Condition:	Poor
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	55 `[as of 2008]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Critical `[2 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	24.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$339,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2008	Poor	Good	Critical	Satisfactory	55	24.8
December 1989	Poor	Good	Poor	Fair	127	21.4