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TUCKER PLACE ROAD over WALNUT LAKE NORTH
Map
Coordinates:
+34.58053, -90.27168
34°34'50" N, 90°16'18" W
+34.58053, -90.27168
34°34'50" N, 90°16'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TUCKER PLACE ROAD over WALNUT LAKE NORTH |
| Structure number: | SA7200000000028 |
| Location: | SEC 8 T 6S R10W B |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 40.0 ft. [12.2 m] |
| Total length: | 359.9 ft. [109.7 m] |
| Roadway width between curbs: | 22.3 ft. [6.8 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1969 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 9 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2011] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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: | Superior to present desirable criteria [9] |
| 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 77.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $750,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2016 | Fair | Fair | Fair | Fair | 100 | 77.4 |
| December 2014 | Fair | Fair | Fair | Fair | 100 | 60.4 |
| December 2012 | Fair | Fair | Satisfactory | Satisfactory | 100 | 70.5 |
| January 2011 | Fair | Fair | Good | Satisfactory | 100 | 70.5 |
| January 2010 | Fair | Fair | Good | Satisfactory | 100 | 70.5 |
| December 2007 | Fair | Fair | Good | Satisfactory | 100 | 70.5 |
| December 2005 | Fair | Fair | Good | Satisfactory | 100 | 70.5 |
| December 2003 | Fair | Satisfactory | Good | Satisfactory | 100 | 71.5 |
| December 2001 | Fair | Good | Good | Satisfactory | 50 | 71.5 |
| December 1999 | Fair | Good | Good | Satisfactory | 50 | 71.5 |
| January 1998 | Fair | Good | Good | Satisfactory | 30 | 71.5 |
| December 1995 | Fair | Good | Good | Satisfactory | 30 | 71.5 |
© 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/1312623
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1312623