RT J E over MUSSEL FK

Map

Coordinates:
+39.95925, -92.84909
39°57'33" N, 92°50'57" W

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

Name:	RT J E over MUSSEL FK
Structure number:	6868
Old structure number:	N 251 1 `(from 1992 edition)`
Location:	S 6 T 59 N R 17 W
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	173.9 ft. `[53.0 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Skew angle:	46°
Owner:	State Highway Agency `[01]`
Year built:	1958
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
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:	139 `[as of 2016]`
Truck traffic:	9% of total traffic
Deck condition:	Serious `[3 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	39.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$968,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Poor	Serious	Fair	Satisfactory	139	39.6
April 2015	Poor	Serious	Poor	Satisfactory	178	30.0
September 2014	Poor	Poor	Poor	Satisfactory	174	32.4
September 2013	Poor	Poor	Poor	Satisfactory	142	32.9
September 2012	Poor	Poor	Poor	Satisfactory	144	32.8
September 2011	Poor	Poor	Poor	Fair	144	32.8
September 2010	Poor	Poor	Poor	Fair	154	32.7
October 2009	Poor	Poor	Poor	Fair	152	32.7
November 2008	Poor	Poor	Poor	Good	162	32.6
December 2007	Poor	Poor	Poor	Good	164	32.5
January 2007	Poor	Poor	Good	Good	162	43.6
December 2005	Poor	Poor	Good	Good	208	43.3
October 2004	Poor	Poor	Good	Good	214	43.2
December 2003	Poor	Poor	Good	Good	214	43.2
December 2002	Poor	Poor	Good	Good	188	43.4
January 2002	Fair	Fair	Good	Good	188	46.5
November 1999	Fair	Fair	Good	Good	120	40.3
December 1998	Fair	Fair	Good	Good	120	40.3
October 1997	Fair	Satisfactory	Satisfactory	Good	120	41.4
October 1996	Fair	Satisfactory	Satisfactory	Good	86	48.3
November 1995	Fair	Satisfactory	Good	Very Good	86	48.3
October 1994	Fair	Satisfactory	Good	Very Good	82	48.3
December 1993	Fair	Satisfactory	Good	Very Good	95	48.2
September 1992	Fair	Satisfactory	Good	Very Good	95	48.2
October 1991	Fair	Satisfactory	Good	Very Good	90	48.3