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CR 250W over WABASH River
Map
Coordinates:
+40.69356, -86.57081
40°41'37" N, 86°34'15" W
+40.69356, -86.57081
40°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1169414
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1169414