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MO 86 E over TABLE ROCK LK

Map

Coordinates:
+36.52700, -93.30336
36°31'37" N, 93°18'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 86 E over TABLE ROCK LK
Structure number:418
Old structure number:A 590 1 (from 1992 edition)
Location:S 15 T 21 N R 22 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:480.0 ft. [146.3 m]
Total length:1570.9 ft. [478.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:8,611 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:19.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$27,662,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorPoorPoorFair861119.9
July 2015PoorPoorSatisfactoryFair833134.9
July 2013FairGoodSatisfactoryFair816837.9
December 2011FairGoodSatisfactoryFair534637.9
December 2009FairGoodSatisfactoryFair735638.0
October 2008FairGoodGoodFair746038.0
October 2006FairGoodGoodFair776838.0
November 2004FairSatisfactoryGoodFair633838.0
November 2002FairSatisfactoryGoodFair585238.0
November 2001FairSatisfactoryGoodFair588238.0
September 2000FairSatisfactoryGoodFair565537.9
September 1999FairSatisfactoryGoodFair549037.9
November 1998FairSatisfactoryGoodFair549037.9
November 1997FairSatisfactoryGoodFair549037.9
November 1996FairSatisfactoryGoodFair439038.9
November 1995FairSatisfactoryGoodSatisfactory439048.9
November 1993FairSatisfactoryGoodSatisfactory343848.9
October 1992FairSatisfactoryGoodSatisfactory343848.9
November 1991FairSatisfactoryGoodGood324048.9