RS 96 over CEDAR CREEK
Map
Coordinates:
+37.00949, -96.2556937°00'34" N, 96°15'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RS 96 over CEDAR CREEK |
Structure number: | 000000000100170 |
Location: | 1.5E OF ELGIN |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 82.0 ft. [25.0 m] |
Total length: | 146.0 ft. [44.5 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1927 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Main span material: | Concrete [1] |
Main span design: | Arch - Thru [12] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 165 [as of 2013] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 58.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Fair | Satisfactory | Satisfactory | 165 | 58.6 |
August 2017 | Fair | Fair | Satisfactory | Satisfactory | 165 | 58.6 |
August 2015 | Fair | Fair | Satisfactory | Satisfactory | 165 | 58.6 |
July 2014 | Fair | Fair | Satisfactory | Satisfactory | 190 | 58.4 |
July 2013 | Poor | Fair | Fair | Poor | 190 | 42.8 |
November 2011 | Poor | Fair | Fair | Poor | 190 | 42.8 |
May 2009 | Poor | Fair | Fair | Poor | 190 | 42.8 |
May 2007 | Poor | Fair | Fair | Poor | 190 | 42.8 |
July 2005 | Poor | Fair | Fair | Poor | 190 | 42.8 |
July 2003 | Poor | Fair | Fair | Poor | 190 | 42.8 |
April 2001 | Poor | Fair | Fair | Poor | 190 | 42.8 |
February 1999 | Poor | Fair | Fair | Poor | 190 | 43.1 |
January 1997 | Poor | Fair | Fair | Poor | 190 | 42.8 |
February 1995 | Poor | Fair | Fair | Poor | 190 | 42.8 |
January 1993 | Poor | Fair | Fair | Poor | 190 | 42.8 |
February 1991 | Poor | Fair | Fair | Poor | 190 | 42.8 |