TR 123 over SPOON RIVER
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+40.59010, -90.3477640°35'24" N, 90°20'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TR 123 over SPOON RIVER |
Structure number: | 000029307807128 |
Location: | NW1/4-13-T7NR1E |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 200.1 ft. [61.0 m] |
Total length: | 204.1 ft. [62.2 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1898 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: November 2011
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 10 [as of 2005] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Critical [2 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 25.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $434,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2011 | Poor | Satisfactory | Critical | Fair | 10 | 25.2 |
May 2010 | Poor | Satisfactory | Critical | Fair | 10 | 25.2 |
April 2008 | Poor | Satisfactory | Critical | Fair | 10 | 25.2 |
December 2007 | Poor | Satisfactory | Critical | Fair | 10 | 25.2 |
October 2006 | Poor | Satisfactory | Critical | Fair | 10 | 25.2 |
December 2005 | Poor | Good | Critical | Satisfactory | 10 | 25.2 |
February 2005 | Poor | Good | Critical | Satisfactory | 25 | 25.2 |
December 2003 | Poor | Good | Critical | Satisfactory | 25 | 25.2 |
February 2003 | Poor | Good | Critical | Satisfactory | 25 | 25.2 |
January 2002 | Poor | Satisfactory | Critical | Satisfactory | 25 | 25.2 |
January 2001 | Poor | Satisfactory | Critical | Satisfactory | 25 | 25.2 |
December 1999 | Poor | Satisfactory | Critical | Satisfactory | 25 | 25.2 |
January 1999 | Poor | Satisfactory | Critical | Satisfactory | 25 | 25.2 |
January 1998 | Poor | Satisfactory | Critical | Satisfactory | 25 | 25.2 |
September 1995 | Poor | Satisfactory | Critical | Satisfactory | 25 | 25.3 |
January 1993 | Poor | Good | Critical | Satisfactory | 25 | 25.3 |
February 1991 | Poor | Satisfactory | Critical | Satisfactory | 25 | 25.3 |