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BEARWALLOW RD over BRANCH OF INDIAN CREEK
Map
Coordinates:
+39.34150, -86.35603
39°20'29" N, 86°21'22" W
+39.34150, -86.35603
39°20'29" N, 86°21'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BEARWALLOW RD over BRANCH OF INDIAN CREEK |
| Structure number: | 5500028 |
| Location: | 00.84 S OF 525 S |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 23.0 ft. [7.0 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1920 |
| Year reconstructed: | 1986 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 300 [as of 2018] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| 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: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 91.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 91.3 |
| August 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 260 | 91.3 |
| August 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 260 | 91.3 |
| August 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 230 | 77.2 |
| September 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 230 | 77.0 |
| March 2008 | Fair | Good | Satisfactory | Satisfactory | 215 | 80.1 |
| March 2006 | Fair | Good | Satisfactory | Satisfactory | 215 | 80.1 |
| March 2004 | Fair | Good | Satisfactory | Satisfactory | 200 | 80.1 |
| April 2002 | Fair | Good | Satisfactory | Satisfactory | 200 | 80.1 |
| April 2000 | Fair | Good | Satisfactory | Satisfactory | 200 | 80.2 |
| May 1998 | Fair | Good | Satisfactory | Satisfactory | 200 | 80.1 |
| May 1996 | Fair | Good | Satisfactory | Satisfactory | 170 | 80.1 |
| May 1994 | Fair | Good | Satisfactory | Good | 170 | 80.1 |
| June 1992 | Fair | Good | Satisfactory | Good | 170 | 69.6 |
| June 1990 | Fair | Good | Satisfactory | Good | 200 | 69.6 |
© 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/1176354
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1176354