OLD CR 600S over FALL CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+40.01889, -85.6472240°01'08" N, 85°38'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD CR 600S over FALL CREEK |
Structure number: | 4800145 |
Location: | 0.1 MI WEST OF SR 109 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 140.1 ft. [42.7 m] |
Total length: | 142.1 ft. [43.3 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Skew angle: | 67° |
Owner: | County Highway Agency [02] |
Year built: | 1916 |
Year reconstructed: | 1981 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
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 2014
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 757 [as of 2015] |
Substructure condition: | Serious [3 out of 9] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 4.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,100,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2014 | Poor | - | - | Serious | 757 | 4.5 |
November 2012 | Poor | - | - | Serious | 731 | 4.5 |
November 2010 | Poor | - | - | Serious | - | 19.5 |
December 2008 | Poor | - | - | Serious | 670 | 4.5 |
November 2006 | Poor | Critical | - | Serious | 670 | 3.3 |
December 2004 | Poor | Critical | - | Serious | 650 | 4.5 |
November 2002 | Good | Very Good | Very Good | Very Good | 650 | 99.9 |
September 2000 | Good | Very Good | Very Good | Very Good | 650 | 99.9 |
December 1998 | Good | Very Good | Very Good | Very Good | 650 | 99.9 |
June 1996 | Poor | Poor | Critical | Serious | 650 | 19.6 |
July 1994 | Poor | Poor | Serious | Serious | 650 | 19.7 |
January 1992 | Poor | Good | Poor | Poor | 650 | 34.1 |
October 1989 | Poor | Good | Poor | Poor | 700 | 23.0 |