TR-119 over CREEK
Map
Coordinates:
+38.73430, -88.1111638°44'03" N, 88°06'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TR-119 over CREEK |
Structure number: | 080306500000000 |
Old structure number: | 000080306517651 (from 1992 edition) |
Location: | 0.5 MI W OLNEY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 35.1 ft. [10.7 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 16.7 ft. [5.1 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1909 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 75 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 77.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $82,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 75 | 77.2 |
February 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 75 | 77.2 |
January 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 75 | 77.2 |
April 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 80.2 |
April 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 80.2 |
February 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 81.2 |
January 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 77.2 |
February 2004 | Fair | Good | Satisfactory | Satisfactory | 200 | 77.2 |
January 2002 | Fair | Good | Satisfactory | Satisfactory | 59 | 81.2 |
January 2000 | Fair | Good | Satisfactory | Satisfactory | 59 | 81.2 |
2000 | Fair | Good | Satisfactory | Satisfactory | 59 | 81.2 |
February 1998 | Fair | Good | Satisfactory | Satisfactory | 59 | 81.2 |
March 1996 | Fair | Good | Satisfactory | Satisfactory | 59 | 81.4 |
January 1994 | Fair | Good | Good | Satisfactory | 59 | 84.4 |
January 1992 | Fair | Good | Good | Satisfactory | 59 | 84.4 |