LOCAL RD. W-27.9 over ELK CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+39.69736, -97.4266739°41'51" N, 97°25'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL RD. W-27.9 over ELK CREEK |
Structure number: | 000790809903420 |
Location: | 1.0S 0.4E OF AGENDA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 53.2 ft. [16.2 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1949 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 9 / H 10 [1] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2016
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 20 [as of 2014] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 21.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $330,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2016 | - | - | - | - | 20 | 21.0 |
September 2015 | Fair | Fair | - | Fair | 20 | 25.0 |
October 2014 | Poor | Fair | Poor | Fair | 20 | 25.0 |
August 2013 | Poor | Fair | Poor | Fair | 20 | 25.0 |
August 2012 | Poor | Fair | Poor | Fair | 20 | 25.0 |
September 2011 | Poor | Fair | Poor | Fair | 20 | 25.0 |
October 2010 | Poor | Fair | Poor | Fair | 20 | 25.0 |
October 2008 | Poor | Fair | Poor | Fair | 20 | 23.5 |
November 2007 | Poor | Fair | Poor | Fair | 20 | 25.0 |
October 2006 | Poor | Fair | Poor | Fair | 20 | 25.0 |
October 2004 | Poor | Fair | Poor | Fair | 20 | 25.0 |
October 2002 | Poor | Fair | Poor | Fair | 20 | 25.0 |
September 2000 | Poor | Fair | Poor | Fair | 20 | 25.0 |
December 1998 | Fair | Fair | Fair | Satisfactory | 20 | 25.0 |
January 1997 | Fair | Fair | Fair | Satisfactory | 20 | 25.0 |
March 1995 | Fair | Fair | Fair | Satisfactory | 20 | 25.6 |
March 1993 | Fair | Fair | Fair | Satisfactory | 20 | 25.6 |
March 1991 | Fair | Fair | Fair | Satisfactory | 20 | 23.6 |