TR-229 over LITTLE WABASH RIVER
Map
Coordinates:
+38.27050, -88.1391138°16'14" N, 88°08'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TR-229 over LITTLE WABASH RIVER |
Structure number: | 024307100000000 |
Old structure number: | 000024307105948 (from 1992 edition) |
Location: | 6.5 MI W GRAYVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 138.1 ft. [42.1 m] |
Total length: | 288.4 ft. [87.9 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1893 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
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: December 2017
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 50 [as of 2017] |
Deck condition: | Critical [2 out of 9] |
Superstructure condition: | Critical [2 out of 9] |
Substructure condition: | Critical [2 out of 9] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 15.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $644,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Poor | Critical | Critical | Critical | 50 | 15.6 |
December 2015 | Poor | Critical | Critical | Critical | 25 | 16.3 |
March 2014 | Poor | Critical | Critical | Critical | 25 | 16.3 |
March 2012 | Poor | Critical | Critical | Critical | 25 | 16.3 |
February 2010 | Poor | Critical | Critical | Critical | 25 | 16.3 |
January 2007 | Poor | Critical | Critical | Critical | 59 | 15.4 |
January 2005 | Poor | Critical | Critical | Critical | 59 | 15.4 |
February 2004 | Poor | Critical | Critical | Critical | 59 | 15.4 |
February 2003 | Poor | Critical | Critical | Critical | 59 | 15.4 |
March 2002 | Poor | Critical | Critical | Critical | 59 | 15.4 |
February 2001 | Poor | Critical | Critical | Critical | 59 | 15.4 |
March 1999 | Poor | Critical | Critical | Critical | 59 | 15.4 |
February 1997 | Poor | Critical | Critical | Critical | 59 | 15.4 |
January 1995 | Poor | Critical | Critical | Critical | 59 | 15.3 |
February 1993 | Poor | Critical | Critical | Critical | 59 | 15.3 |
February 1991 | Poor | Serious | Critical | Critical | 59 | 15.3 |