COUNTY RD 141 over BR MID FK SALT RVR
Map
Coordinates:
+39.52439, -92.1698639°31'28" N, 92°10'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 141 over BR MID FK SALT RVR |
Structure number: | 22409 |
Old structure number: | 3540017 069 (from 1992 edition) |
Location: | S 29 T 55 N R 11 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 35.1 ft. [10.7 m] |
Roadway width between curbs: | 13.8 ft. [4.2 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1958 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 20 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 49.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Fair | Fair | Satisfactory | 20 | 49.8 |
May 2016 | Fair | Fair | Fair | Satisfactory | 20 | 49.8 |
May 2014 | Fair | Fair | Fair | Satisfactory | 20 | 49.8 |
May 2012 | Fair | Fair | Fair | Satisfactory | 20 | 49.8 |
July 2010 | Fair | Fair | Fair | Satisfactory | 20 | 49.8 |
July 2008 | Fair | Fair | Fair | Satisfactory | 20 | 49.8 |
June 2006 | Fair | Fair | Fair | Satisfactory | 20 | 49.8 |
June 2004 | Fair | Fair | Fair | Satisfactory | 20 | 49.8 |
June 2002 | Fair | Fair | Fair | Satisfactory | 20 | 49.8 |
June 2000 | Fair | Fair | Fair | Satisfactory | 20 | 49.8 |
June 1998 | Fair | Satisfactory | Fair | Satisfactory | 20 | 50.8 |
March 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 35 | 54.7 |