MO 240 E over SALT CR
Map
Coordinates:
+39.09293, -92.6473639°05'35" N, 92°38'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MO 240 E over SALT CR |
Structure number: | 5642 |
Old structure number: | K 45R 1 (from 1992 edition) |
Location: | S 31 T 50 N R 15 W |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 32.5 ft. [9.9 m] |
Total length: | 98.1 ft. [29.9 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,566 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 53.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $501,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Fair | Satisfactory | 2566 | 53.1 |
September 2015 | Fair | Satisfactory | Fair | Good | 2484 | 53.4 |
September 2013 | Fair | Satisfactory | Fair | Good | 2400 | 53.6 |
September 2011 | Fair | Satisfactory | Satisfactory | Good | 2360 | 65.9 |
October 2009 | Fair | Satisfactory | Satisfactory | Good | 2389 | 65.2 |
January 2007 | Fair | Good | Satisfactory | Good | 2414 | 65.2 |
December 2004 | Fair | Good | Satisfactory | Good | 2508 | 65.0 |
February 2003 | Fair | Good | Satisfactory | Good | 2428 | 51.3 |
November 2001 | Fair | Good | Satisfactory | Good | 2514 | 51.1 |
November 1999 | Fair | Good | Satisfactory | Good | 2269 | 52.0 |
October 1998 | Fair | Good | Satisfactory | Good | 2269 | 52.0 |
October 1997 | Fair | Good | Satisfactory | Good | 2269 | 50.0 |
December 1995 | Fair | Satisfactory | Good | Good | 2123 | 51.4 |
October 1994 | Fair | Satisfactory | Good | Good | 2041 | 51.7 |
February 1994 | Fair | Satisfactory | Good | Good | 1974 | 51.9 |
December 1992 | Fair | Satisfactory | Good | Good | 1974 | 51.9 |
December 1991 | Fair | Satisfactory | Very Good | Good | 1909 | 52.1 |