TR 85 over EAST CEDAR CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+37.49569, -88.7569737°29'44" N, 88°45'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TR 85 over EAST CEDAR CREEK |
Structure number: | 044302500000000 |
Old structure number: | 000044302500131 (from 1992 edition) |
Location: | NW1/4 SEC10 T12S,R4E |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 41.3 ft. [12.6 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 14.4 ft. [4.4 m] |
Skew angle: | 10° |
Owner: | Town or Township Highway Agency [03] |
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 2013
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 25 [as of 2011] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 23.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $87,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2013 | Fair | Fair | Fair | Fair | 25 | 23.0 |
March 2011 | Fair | Satisfactory | Satisfactory | Fair | 10 | 24.0 |
January 2009 | Fair | Good | Satisfactory | Fair | 10 | 24.0 |
January 2007 | Fair | Good | Satisfactory | Fair | 10 | 24.0 |
October 2004 | Fair | Good | Satisfactory | Fair | 29 | 24.0 |
December 2002 | Fair | Good | Satisfactory | Fair | 29 | 24.0 |
February 2000 | Fair | Good | Satisfactory | Fair | 19 | 24.0 |
May 1998 | Fair | Good | Satisfactory | Fair | 19 | 24.0 |
March 1996 | Fair | Good | Satisfactory | Fair | 19 | 24.0 |
February 1994 | Fair | Good | Satisfactory | Fair | 19 | 24.0 |
March 1991 | Fair | Very Good | Satisfactory | Fair | 9 | 24.0 |
January 1991 | Fair | Good | Satisfactory | Fair | 19 | 24.0 |