RD 110 943.9-532 over STREAM
Map
Coordinates:
+38.31800, -96.1738338°19'05" N, 96°10'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RD 110 943.9-532 over STREAM |
Structure number: | 000560943905320 |
Location: | 2.2N OF OLPE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 12.5 ft. [3.8 m] |
Deck width edge-to-edge: | 13.5 ft. [4.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1933 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 20 [as of 2007] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 36.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $93,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Fair | Good | 20 | 36.5 |
June 2015 | Fair | Fair | Fair | Good | 20 | 36.5 |
August 2014 | Fair | Fair | Fair | Good | 20 | 21.9 |
October 2013 | Fair | Fair | Fair | Good | 20 | 23.0 |
June 2012 | Fair | Fair | Fair | Good | 20 | 23.0 |
March 2011 | Fair | Fair | Fair | Good | 20 | 23.0 |
February 2010 | Fair | Fair | Fair | Good | 20 | 23.0 |
May 2007 | Fair | Fair | Fair | Good | 20 | 23.0 |
January 2005 | Fair | Fair | Fair | Good | 20 | 23.0 |
January 2003 | Fair | Fair | Fair | Good | 20 | 31.2 |
May 2001 | Fair | Fair | Fair | Good | 20 | 31.1 |
February 1999 | Fair | Fair | Fair | Good | 20 | 31.4 |
June 1997 | Fair | Fair | Fair | Good | 20 | 31.4 |
April 1995 | Fair | Fair | Fair | Good | 20 | 31.1 |
April 1993 | Fair | Satisfactory | Fair | Good | 20 | 30.1 |
March 1991 | Fair | Satisfactory | Fair | Good | 20 | 30.1 |