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OLD HWY 79 RD 925 over TRIB TO KINGS LK

Map

Coordinates:
+39.09439, -90.74919
39°05'40" N, 90°44'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD HWY 79 RD 925 over TRIB TO KINGS LK
Structure number:17676
Old structure number:1590030 057 (from 1992 edition)
Location:S 1718 T 50 N R 2 E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:75 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:47.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$153,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactorySatisfactoryFair7547.0
December 2016FairSatisfactorySatisfactorySatisfactory7557.1
December 2014FairSatisfactorySatisfactorySatisfactory7557.1
December 2012FairSatisfactorySatisfactorySatisfactory7557.1
December 2010FairSatisfactorySatisfactorySatisfactory7557.1
December 2008FairSatisfactorySatisfactorySatisfactory7557.1
November 2006FairSatisfactorySatisfactorySatisfactory7557.1
November 2004FairSatisfactorySatisfactorySatisfactory7556.1
October 2002FairSatisfactorySatisfactorySatisfactory7556.1
November 2000FairFairSatisfactorySatisfactory7555.0
October 1998FairFairSatisfactorySatisfactory7555.0
November 1990FairFairSatisfactorySatisfactory6552.1