MO 68 E over SPRING BR


+37.66140, -91.53551
37°39'41" N, 91°32'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MO 68 E over SPRING BR
Structure number:8907
Old structure number:S 917 1 (from 1992 edition)
Location:S 12 T 34 N R 6 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete continuous [2]
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:2,220 [as of 2018]
Truck traffic:11% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:66.3
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 2018Fair6 out of 10222066.3
December 2016Fair6 out of 10239465.8
December 2014Fair6 out of 10233865.9
January 2014Fair6 out of 10190869.4
September 2012Fair6 out of 10191856.8
September 2010Fair6 out of 10239255.8
November 2008Fair6 out of 10239255.8
October 2006Fair6 out of 10248255.5
December 2004Fair6 out of 10216456.7
October 2002Fair6 out of 10220456.5
January 2001Fair6 out of 10268854.8
January 1999Fair6 out of 10261055.0
November 1996Fair6 out of 10231356.1
December 1994Fair6 out of 10221157.3
October 1992Fair6 out of 10217470.1
January 1991Fair6 out of 10212941.7