RT H S over CUIVRE RVR

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

Map

Coordinates:
+39.03029, -91.02900
39°01'49" N, 91°01'44" W

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

Name:	RT H S over CUIVRE RVR
Structure number:	7499
Old structure number:	P 111 1 `(from 1992 edition)`
Location:	S 9 T 49 N R 1 W
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	120.4 ft. `[36.7 m]`
Total length:	303.2 ft. `[92.4 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	22.3 ft. `[6.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1953
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:	1,928 `[as of 2015]`
Truck traffic:	10% of total traffic
Deck condition:	Serious `[3 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Poor `[4 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	2.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,929,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2015	Poor	Serious	Serious	Poor	1928	2.0
September 2014	Poor	Serious	Serious	Poor	1748	2.0
September 2013	Poor	Serious	Serious	Poor	1756	2.0
September 2012	Poor	Serious	Serious	Poor	1756	2.0
November 2011	Poor	Serious	Poor	Poor	1804	2.0
November 2010	Poor	Serious	Fair	Fair	1968	12.5
December 2009	Poor	Serious	Fair	Fair	1968	12.5
November 2008	Poor	Serious	Fair	Satisfactory	2060	12.5
December 2006	Fair	Fair	Satisfactory	Good	2020	23.5
January 2005	Fair	Satisfactory	Satisfactory	Good	1472	27.5
November 2002	Fair	Satisfactory	Satisfactory	Good	1502	27.3
January 2002	Fair	Satisfactory	Satisfactory	Good	1248	30.8
October 2000	Fair	Satisfactory	Satisfactory	Good	2141	24.3
November 1999	Fair	Satisfactory	Satisfactory	Good	2079	24.3
December 1998	Fair	Satisfactory	Satisfactory	Good	2079	24.3
December 1997	Fair	Satisfactory	Satisfactory	Good	2079	24.3
December 1996	Fair	Satisfactory	Satisfactory	Good	1915	24.3
January 1996	Fair	Satisfactory	Satisfactory	Good	1915	24.3
November 1994	Fair	Satisfactory	Satisfactory	Good	1258	29.0
December 1993	Fair	Satisfactory	Satisfactory	Good	1237	29.2
October 1992	Fair	Satisfactory	Satisfactory	Good	1237	29.2
December 1991	Fair	Satisfactory	Satisfactory	Good	1166	29.8