RT Z E over HUBBLE CR OVRFL

Map

Coordinates:
+37.31173, -89.68713
37°18'42" N, 89°41'14" W

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

Name:	RT Z E over HUBBLE CR OVRFL
Structure number:	9309
Old structure number:	T 842 1 `(from 1992 edition)`
Location:	S 242 T 31 N R 12 E
Purpose:	Carries highway over relief for waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	33.1 ft. `[10.1 m]`
Total length:	102.0 ft. `[31.1 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	21.3 ft. `[6.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1936
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
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:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	2,320 `[as of 2017]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 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:	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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	36.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$754,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Fair	Satisfactory	Fair	2320	36.8
November 2017	Fair	Fair	Satisfactory	Fair	1940	38.4
November 2016	Fair	Fair	Satisfactory	Fair	1940	38.4
November 2015	Fair	Fair	Satisfactory	Fair	1908	38.5
November 2014	Fair	Fair	Satisfactory	Fair	1708	39.3
November 2013	Fair	Fair	Satisfactory	Fair	1716	39.3
November 2012	Fair	Satisfactory	Satisfactory	Fair	1752	40.4
November 2011	Fair	Satisfactory	Satisfactory	Fair	1752	40.4
January 2011	Fair	Satisfactory	Satisfactory	Fair	1864	40.2
December 2009	Fair	Satisfactory	Satisfactory	Fair	1902	40.0
December 2008	Fair	Satisfactory	Satisfactory	Fair	1990	39.7
November 2007	Fair	Satisfactory	Satisfactory	Fair	2074	39.4
October 2006	Fair	Satisfactory	Satisfactory	Fair	2060	39.4
November 2005	Fair	Satisfactory	Satisfactory	Fair	2060	39.4
November 2004	Fair	Satisfactory	Satisfactory	Fair	1570	41.3
February 2004	Fair	Satisfactory	Satisfactory	Fair	1578	41.3
February 2003	Fair	Satisfactory	Satisfactory	Fair	1600	41.2
October 2001	Fair	Satisfactory	Satisfactory	Fair	1852	40.2
November 1999	Fair	Satisfactory	Satisfactory	Fair	1512	21.1
January 1999	Fair	Satisfactory	Satisfactory	Fair	1512	21.1
December 1997	Fair	Satisfactory	Satisfactory	Fair	1512	21.1
December 1996	Fair	Satisfactory	Satisfactory	Fair	1455	21.5
November 1995	Fair	Satisfactory	Satisfactory	Fair	1455	21.5
January 1995	Fair	Satisfactory	Satisfactory	Satisfactory	1391	35.8
February 1994	Fair	Satisfactory	Satisfactory	Satisfactory	1368	35.9
November 1992	Fair	Satisfactory	Good	Satisfactory	1368	35.9
December 1991	Fair	Satisfactory	Good	Satisfactory	1318	36.1