+40.20468, -94.23532
40°12'17" N, 94°14'07" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:605 TH ROAD over SAMPSON CR
Structure number:18915
Old structure number:20400061 038 (from 1992 edition)
Location:S 1 T 62 N R 30 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.0 ft. [13.4 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:88.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodGood1588.5
January 2015GoodGoodGoodGood1588.5
February 2013GoodVery GoodVery GoodVery Good1588.5
February 2011GoodVery GoodVery GoodVery Good1588.5
December 2008GoodVery GoodVery GoodVery Good1588.5
February 2007GoodVery GoodVery GoodVery Good1588.5
December 2004GoodVery GoodVery GoodVery Good1588.5
March 2003GoodVery GoodVery GoodVery Good200287.6
January 2001GoodVery GoodVery GoodVery Good1588.5
December 1998GoodExcellentVery GoodVery Good1588.5
January 1997GoodExcellentVery GoodVery Good1588.5
February 1995GoodExcellentVery GoodVery Good586.2
April 1993GoodExcellentVery GoodVery Good586.2