190TH ST over CROOKED CREEK
Map
Coordinates:
+40.76877, -94.2713640°46'08" N, 94°16'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 190TH ST over CROOKED CREEK |
Structure number: | 000000000297340 |
Location: | 069302301 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 55.1 ft. [16.8 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1942 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 30 [as of 2016] |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
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: | Better than present minimum criteria [7] |
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: | 30.0 |
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 |
---|
December 2018 | Poor | Serious | Poor | Serious | 30 | 30.0 |
December 2016 | Poor | Poor | Poor | Poor | 30 | 40.8 |
December 2014 | Poor | Fair | Poor | Poor | 30 | 41.8 |
December 2012 | Poor | Fair | Poor | Fair | 30 | 41.8 |
January 2011 | Poor | Fair | Poor | Fair | 30 | 33.0 |
January 2009 | Poor | Fair | Poor | Poor | 30 | 33.0 |
January 2007 | Poor | Fair | Poor | Poor | 30 | 33.0 |
January 2005 | Poor | Fair | Poor | Fair | 30 | 33.0 |
April 2003 | Poor | Fair | Poor | Fair | 30 | 33.0 |
January 2001 | Poor | Fair | Poor | Fair | 30 | 33.0 |
December 1998 | Poor | Fair | Poor | Satisfactory | 15 | 33.0 |
January 1997 | Poor | Fair | Poor | Satisfactory | 15 | 33.0 |
January 1995 | Poor | Fair | Poor | Satisfactory | 15 | 33.0 |
January 1993 | Fair | Satisfactory | Fair | Good | 15 | 33.0 |
December 1990 | Fair | Satisfactory | Satisfactory | Good | 15 | 40.0 |