6th St Osawatomie over POTTAWATOMIE CREEK
Map
Coordinates:
+38.48531, -94.9509138°29'07" N, 94°57'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 6th St Osawatomie over POTTAWATOMIE CREEK |
Structure number: | 000000000610581 |
Location: | 0.9S OF OSAWATOMIE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 373.0 ft. [113.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1932 |
Year reconstructed: | 2012 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Thru [12] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 2,715 [as of 2011] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 74.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 2715 | 74.4 |
June 2017 | Good | Good | Good | Good | 2715 | 74.4 |
August 2015 | Good | Good | Good | Good | 2715 | 74.4 |
July 2014 | Good | Good | Good | Good | 2715 | 74.4 |
January 2014 | Good | Good | Good | Good | 2715 | 50.5 |
November 2011 | Poor | Poor | Fair | Fair | 2715 | 41.4 |
August 2010 | Poor | Poor | Poor | Fair | 2818 | 22.5 |
November 2008 | Poor | Poor | Poor | Fair | 2818 | 22.5 |
October 2007 | Poor | Poor | Fair | Fair | 2911 | 41.1 |
April 2005 | Poor | Poor | Serious | Fair | 2850 | 4.0 |
May 2002 | Poor | Fair | Serious | Satisfactory | 3000 | 6.0 |
January 2001 | Poor | Fair | Serious | Serious | 3000 | 6.0 |
September 1998 | Fair | Fair | Fair | Fair | 3000 | 43.2 |
August 1996 | Fair | Fair | Fair | Fair | 2800 | 43.3 |
April 1994 | Poor | Satisfactory | Poor | Fair | 2800 | 26.8 |
February 1993 | Poor | Satisfactory | Poor | Fair | 5145 | 21.7 |
June 1990 | Poor | Satisfactory | Poor | Fair | 5145 | 32.9 |