MO 48 E over AGEE CR
Map
Coordinates:
+40.06132, -94.7004140°03'41" N, 94°42'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MO 48 E over AGEE CR |
Structure number: | 5660 |
Old structure number: | K 85 1 (from 1992 edition) |
Location: | S 26 T 61 N R 34 W |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 38.4 ft. [11.7 m] |
Total length: | 103.0 ft. [31.4 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Historical significance is not determinable at this time [4] |
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 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 599 [as of 2018] |
Truck traffic: | 9% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 35.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $683,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Poor | Fair | Fair | 599 | 35.8 |
September 2016 | Poor | Poor | Fair | Fair | 419 | 37.3 |
September 2015 | Poor | Poor | Fair | Fair | 431 | 37.2 |
September 2014 | Poor | Poor | Fair | Fair | 424 | 37.2 |
October 2013 | Poor | Poor | Fair | Fair | 426 | 37.2 |
October 2012 | Poor | Poor | Poor | Poor | 426 | 17.2 |
October 2011 | Poor | Poor | Poor | Fair | 386 | 18.0 |
October 2010 | Poor | Poor | Satisfactory | Satisfactory | 406 | 49.3 |
November 2008 | Fair | Fair | Satisfactory | Satisfactory | 418 | 48.3 |
November 2006 | Fair | Fair | Satisfactory | Satisfactory | 456 | 48.1 |
October 2004 | Fair | Fair | Satisfactory | Satisfactory | 462 | 48.0 |
October 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 462 | 49.1 |
October 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 464 | 49.1 |
November 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 448 | 48.2 |
November 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 448 | 48.2 |
December 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 448 | 48.2 |
November 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 393 | 48.5 |
December 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 393 | 47.0 |
December 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 376 | 47.1 |
December 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 369 | 47.1 |
October 1992 | Fair | Satisfactory | Good | Satisfactory | 369 | 47.1 |
December 1991 | Fair | Satisfactory | Good | Satisfactory | 348 | 47.2 |