LOCAL T-616-3 over TRIB. INDEPENDENCE CREEK
Map
Coordinates:
+39.67778, -95.2080639°40'40" N, 95°12'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL T-616-3 over TRIB. INDEPENDENCE CREEK |
Structure number: | 000221047103445 |
Location: | 6.6E 0.5S OF PURCELL |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 40.7 ft. [12.4 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: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10 [as of 2005] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Very Good | Very Good | Very Good | 10 | 96.0 |
January 2017 | Good | Very Good | Very Good | Very Good | 10 | 96.0 |
November 2014 | Good | Very Good | Very Good | Very Good | 10 | 96.0 |
October 2012 | Good | Very Good | Very Good | Very Good | 10 | 96.0 |
July 2010 | Good | Very Good | Very Good | Very Good | 10 | 96.0 |
April 2008 | Good | Very Good | Very Good | Very Good | 10 | 96.0 |
March 2006 | Good | Very Good | Very Good | Very Good | 10 | 96.0 |
April 2004 | Good | Very Good | Excellent | Very Good | 10 | 96.0 |
November 2001 | Good | Very Good | Excellent | Very Good | 10 | 96.0 |
March 1999 | Good | Very Good | Excellent | Very Good | 10 | 96.0 |
October 1997 | Good | Excellent | Excellent | Excellent | 10 | 96.0 |
May 1995 | Poor | Good | Serious | Satisfactory | 10 | 19.9 |
May 1993 | Poor | Good | Serious | Satisfactory | 10 | 19.9 |
April 1991 | Poor | Good | Serious | Satisfactory | 10 | 19.9 |