MO 38 E over DRY WASH
Map
Coordinates:
+37.23607, -92.5381837°14'10" N, 92°32'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MO 38 E over DRY WASH |
Structure number: | 9183 |
Old structure number: | T 517 1 (from 1992 edition) |
Location: | S 2 T 29 N R 15 W |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 7.9 ft. [2.4 m] |
Total length: | 23.3 ft. [7.1 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1934 |
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: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 817 [as of 2017] |
Truck traffic: | 7% of total traffic |
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: | Equal to present minimum criteria [6] |
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] |
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: | 73.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2018 | Fair | 6 out of 10 | 817 | 73.8 |
February 2016 | Fair | 6 out of 10 | 881 | 73.6 |
February 2014 | Fair | 6 out of 10 | 835 | 64.5 |
February 2012 | Fair | 6 out of 10 | 766 | 64.7 |
January 2010 | Fair | 6 out of 10 | 782 | 67.6 |
November 2007 | Fair | 6 out of 10 | 811 | 67.5 |
December 2005 | Fair | 6 out of 10 | 848 | 67.4 |
November 2003 | Fair | 6 out of 10 | 412 | 77.4 |
December 2001 | Fair | 6 out of 10 | 958 | 67.1 |
December 1999 | Fair | 6 out of 10 | 913 | 67.2 |
December 1997 | Fair | 6 out of 10 | 913 | 67.2 |
January 1996 | Fair | 6 out of 10 | 716 | 75.6 |
November 1993 | Fair | 6 out of 10 | 698 | 75.7 |
October 1991 | Good | 7 out of 10 | 658 | 62.1 |