Marshall N.Center over BRUSH CREEK


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]

Latest Available Inspection: October 2018

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory9229.5
October 2017FairSatisfactorySatisfactorySatisfactory9229.5
October 2016FairSatisfactorySatisfactorySatisfactory9229.5
October 2015FairSatisfactorySatisfactoryGood9229.5
October 2014FairSatisfactorySatisfactoryGood9229.5
October 2013FairSatisfactorySatisfactoryGood9229.5
November 2012FairSatisfactorySatisfactoryGood9229.5
November 2011FairSatisfactorySatisfactoryGood9229.5
December 2010FairSatisfactorySatisfactoryGood9229.5
June 2009FairSatisfactorySatisfactoryGood9229.5
July 2008FairSatisfactorySatisfactoryGood9229.5
July 2007FairSatisfactorySatisfactoryGood9229.5
July 2006FairSatisfactorySatisfactoryGood9229.5
July 2005FairSatisfactorySatisfactoryGood9229.5
July 2004FairSatisfactorySatisfactoryGood9229.5
July 2003FairSatisfactorySatisfactoryGood9229.5
July 2002FairSatisfactorySatisfactoryGood9232.0
July 2001FairSatisfactorySatisfactoryGood9232.0
July 2000FairSatisfactorySatisfactoryGood9232.0
July 1999FairSatisfactoryGoodGood9232.0
July 1998FairSatisfactoryGoodGood9232.0
July 1997FairSatisfactoryGoodGood9232.0
June 1996FairSatisfactoryGoodGood9232.0
June 1995FairSatisfactoryGoodGood9231.7
June 1994FairSatisfactoryGoodGood9231.7
June 1993FairSatisfactoryGoodGood9231.7
May 1992FairSatisfactoryGoodGood9231.7
May 1991FairSatisfactoryGoodGood9231.7