CR 250W over WABASH River
Map
Coordinates:
+40.69356, -86.5708140°41'37" N, 86°34'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 250W over WABASH River |
Structure number: | 0800105 |
Location: | 00.37 S of TOWPATH |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 95.1 ft. [29.0 m] |
Total length: | 634.9 ft. [193.5 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1938 |
Year reconstructed: | 2003 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Number of main spans: | 8 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 44 [as of 2011] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 87.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Fair | Satisfactory | 44 | 87.9 |
July 2015 | Fair | Good | Fair | Satisfactory | 44 | 87.9 |
July 2013 | Fair | Good | Fair | Satisfactory | 44 | 87.9 |
July 2011 | Fair | Very Good | Satisfactory | Satisfactory | 44 | 99.0 |
August 2009 | Fair | Very Good | Satisfactory | Good | 42 | 94.0 |
August 2007 | Fair | Very Good | Good | Satisfactory | 42 | 94.0 |
August 2005 | Good | Very Good | Good | Good | 41 | 94.0 |
May 2003 | Poor | Poor | Satisfactory | Fair | 40 | 34.8 |
May 2001 | Poor | Poor | Satisfactory | Fair | 35 | 66.9 |
March 1999 | Poor | Poor | Satisfactory | Fair | 35 | 67.2 |
February 1997 | Poor | Poor | Satisfactory | Fair | 35 | 67.9 |
October 1994 | Fair | Satisfactory | Satisfactory | Fair | 190 | 50.2 |
January 1993 | Fair | Satisfactory | Satisfactory | Fair | 190 | 44.0 |
February 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 67.5 |