FM over COOPER CREEK
Map
Coordinates:
+40.69103, -93.0777940°41'28" N, 93°04'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM over COOPER CREEK |
Structure number: | 000000000064850 |
Location: | 068191702 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1941 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2014] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 31.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Poor | Poor | Fair | Serious | 30 | 31.9 |
October 2016 | Poor | Fair | Fair | Poor | 30 | 49.8 |
October 2014 | Poor | Fair | Fair | Poor | 30 | 49.8 |
September 2012 | Poor | Fair | Fair | Poor | 50 | 42.5 |
October 2010 | Poor | Fair | Fair | Poor | 50 | 50.0 |
October 2008 | Poor | Fair | Satisfactory | Poor | 50 | 50.0 |
January 2007 | Poor | Fair | Satisfactory | Poor | 50 | 47.3 |
September 2004 | Poor | Fair | Satisfactory | Poor | 80 | 49.9 |
March 2003 | Poor | Satisfactory | Satisfactory | Poor | 80 | 47.9 |
April 2001 | Fair | Satisfactory | Satisfactory | Fair | 70 | 64.0 |
March 1999 | Fair | Satisfactory | Satisfactory | Fair | 70 | 64.0 |
May 1997 | Good | Good | Good | Good | 80 | 74.0 |
December 1994 | Good | Very Good | Very Good | Very Good | 80 | 87.9 |
January 1993 | Good | Very Good | Very Good | Very Good | 70 | 87.9 |
March 1991 | Good | Very Good | Very Good | Very Good | 70 | 87.9 |