CARROLLTON RD over WABASH RIVER
Map
Coordinates:
+40.64849, -86.6569140°38'55" N, 86°39'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CARROLLTON RD over WABASH RIVER |
Structure number: | 0800101 |
Location: | 00.31 N of CR 675 N |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 94.2 ft. [28.7 m] |
Total length: | 615.2 ft. [187.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1927 |
Year reconstructed: | 2007 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Number of main spans: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 247 [as of 2011] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 94.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Very Good | Good | Good | 247 | 94.3 |
July 2015 | Good | Very Good | Good | Good | 247 | 94.3 |
July 2013 | Good | Very Good | Good | Good | 247 | 94.3 |
August 2011 | Good | Very Good | Very Good | Good | 247 | 93.3 |
August 2009 | Good | Very Good | Very Good | Very Good | 237 | 93.3 |
August 2007 | Good | Excellent | Very Good | Very Good | 237 | 93.3 |
August 2005 | Fair | Satisfactory | Fair | Satisfactory | 232 | 68.2 |
May 2003 | Fair | Satisfactory | Fair | Fair | 230 | 55.1 |
May 2001 | Fair | Satisfactory | Fair | Fair | 223 | 55.1 |
March 1999 | Fair | Satisfactory | Fair | Fair | 223 | 55.4 |
February 1997 | Fair | Satisfactory | Fair | Fair | 223 | 55.1 |
October 1994 | Poor | Fair | Poor | Fair | 690 | 22.8 |
January 1993 | Poor | Fair | Poor | Satisfactory | 690 | 22.8 |
February 1991 | Poor | Fair | Poor | Satisfactory | 700 | 22.7 |