+37.77528, -91.37474
37°46'31" N, 91°22'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:8499
Old structure number:R 808 1 (from 1992 edition)
Location:S 4 T 35 N R 4 W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:2.0 ft. [0.6 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:19.0 ft. [5.8 m]
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24 [as of 2018]
Truck traffic:17% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$255,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2018Fair5 out of 102480.0
December 2016Fair5 out of 102480.0
December 2014Fair5 out of 102480.0
January 2014Good7 out of 104865.9
September 2012Good7 out of 105065.9
October 2010Fair6 out of 108065.9
November 2008Fair6 out of 108065.9
October 2006Fair6 out of 108465.9
January 2005Fair6 out of 1012648.8
October 2002Fair6 out of 1012848.8
January 2001Fair6 out of 1012448.8
January 2000Fair6 out of 1012848.8
January 1999Fair6 out of 1012048.8
October 1996Fair6 out of 105265.9
December 1994Fair6 out of 105065.9
October 1992Fair6 out of 104980.8
January 1991Fair6 out of 104658.3