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SH 54-06 LM 1.08 over Sanders Creek Relief
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 54-06 LM 1.08 over Sanders Creek Relief |
| Structure number: | 0000000000M1013 |
| Location: | 1.08 Mi N SH 114-Glendale |
| Purpose: | Carries highway over relief for waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 27.9 ft. [8.5 m] |
| Total length: | 30.8 ft. [9.4 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Channel beam [22] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 490 [as of 2014] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 68.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Fair | Good | Good | Fair | 490 | 68.8 |
| December 2016 | Fair | Good | Good | Satisfactory | 1300 | 73.6 |
| November 2014 | Fair | Good | Good | Satisfactory | 1300 | 58.2 |
| December 2012 | Fair | Good | Good | Satisfactory | 1100 | 58.3 |
| January 2011 | Fair | Good | Good | Satisfactory | 1100 | 58.3 |
| February 2009 | Fair | Good | Good | Satisfactory | 1100 | 58.3 |
| April 2007 | Fair | Good | Good | Satisfactory | 1100 | 58.3 |
| August 2005 | Fair | Good | Good | Satisfactory | 1100 | 58.3 |
| July 2003 | Fair | Good | Good | Satisfactory | 730 | 64.3 |
| August 2001 | Fair | Good | Good | Fair | 870 | 48.1 |
| July 1999 | Fair | Good | Good | Fair | 870 | 48.1 |
| July 1997 | Good | Good | Good | Good | 295 | 66.4 |
| July 1995 | Good | Good | Good | Good | 295 | 65.4 |
| July 1993 | Fair | Good | Good | Fair | 295 | 55.4 |
| September 1991 | Good | Good | Good | Good | 716 | 63.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Reinforced Concrete Girder/Beam | linear ft. | 217 | 217 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 806 | 806 | 0 | 0 | 0 |
| Substructure | ||||||
| Timber Abutment | linear ft. | 56 | 56 | 0 | 0 | 0 |
| Timber Pile | each | 10 | 1 | 5 | 4 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 56 | 50 | 6 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 62 | 62 | 0 | 0 | 0 |
© 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/1027412
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1027412