Marshall N.Center over BRUSH CREEK

Facts

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

Name:	Marshall N.Center over BRUSH CREEK
Structure number:	000000000019455
Location:	.5 Miles North US 65
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	20.0 ft. `[6.1 m]`
Total length:	42.0 ft. `[12.8 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	17.4 ft. `[5.3 m]`
Skew angle:	30°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1930
Year reconstructed:	1978
Historic significance:	Historical significance is not determinable at this time `[4]`
Number of main spans:	2
Main spans material:	Aluminum, Wrought Iron or Cast Iron `[9]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	92 `[as of 1987]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	29.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$231,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Satisfactory	Satisfactory	92	29.5
October 2017	Fair	Satisfactory	Satisfactory	Satisfactory	92	29.5
October 2016	Fair	Satisfactory	Satisfactory	Satisfactory	92	29.5
October 2015	Fair	Satisfactory	Satisfactory	Good	92	29.5
October 2014	Fair	Satisfactory	Satisfactory	Good	92	29.5
October 2013	Fair	Satisfactory	Satisfactory	Good	92	29.5
November 2012	Fair	Satisfactory	Satisfactory	Good	92	29.5
November 2011	Fair	Satisfactory	Satisfactory	Good	92	29.5
December 2010	Fair	Satisfactory	Satisfactory	Good	92	29.5
June 2009	Fair	Satisfactory	Satisfactory	Good	92	29.5
July 2008	Fair	Satisfactory	Satisfactory	Good	92	29.5
July 2007	Fair	Satisfactory	Satisfactory	Good	92	29.5
July 2006	Fair	Satisfactory	Satisfactory	Good	92	29.5
July 2005	Fair	Satisfactory	Satisfactory	Good	92	29.5
July 2004	Fair	Satisfactory	Satisfactory	Good	92	29.5
July 2003	Fair	Satisfactory	Satisfactory	Good	92	29.5
July 2002	Fair	Satisfactory	Satisfactory	Good	92	32.0
July 2001	Fair	Satisfactory	Satisfactory	Good	92	32.0
July 2000	Fair	Satisfactory	Satisfactory	Good	92	32.0
July 1999	Fair	Satisfactory	Good	Good	92	32.0
July 1998	Fair	Satisfactory	Good	Good	92	32.0
July 1997	Fair	Satisfactory	Good	Good	92	32.0
June 1996	Fair	Satisfactory	Good	Good	92	32.0
June 1995	Fair	Satisfactory	Good	Good	92	31.7
June 1994	Fair	Satisfactory	Good	Good	92	31.7
June 1993	Fair	Satisfactory	Good	Good	92	31.7
May 1992	Fair	Satisfactory	Good	Good	92	31.7
May 1991	Fair	Satisfactory	Good	Good	92	31.7