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HUNDREDS ROAD over SWEETWATER CR TRIB
Map
Coordinates:
+31.75323, -82.31563
31°45'12" N, 82°18'56" W
+31.75323, -82.31563
31°45'12" N, 82°18'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HUNDREDS ROAD over SWEETWATER CR TRIB |
| Structure number: | 000000000150370 |
| Location: | 2.5 MILES E OF BAXLEY |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 21.0 ft. [6.4 m] |
| Total length: | 41.0 ft. [12.5 m] |
| Roadway width between curbs: | 23.0 ft. [7.0 m] |
| Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2005 |
| 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: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Channel beam [22] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 130 [as of 2011] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 85.3 |
| Estimated cost of work: | $240,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Good | Good | Satisfactory | 130 | 85.3 |
| January 2015 | Fair | Good | Good | Satisfactory | 130 | 85.3 |
| December 2012 | Fair | Good | Good | Fair | 130 | 74.3 |
| December 2010 | Good | Good | Good | Good | 140 | 85.3 |
| January 2009 | Good | Good | Good | Good | 140 | 85.3 |
| January 2007 | Good | Good | Good | Good | 150 | 90.5 |
| January 2005 | Good | Good | Good | Good | 100 | 91.5 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Reinforced Concrete Girder/Beam | linear ft. | 328 | 328 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 1,047 | 1,047 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 56 | 56 | 0 | 0 | 0 |
| Timber Pile | each | 12 | 12 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 28 | 28 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 75 | 75 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 80 | 80 | 0 | 0 | 0 |
© Copyright 2012-19, 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/1089880
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1089880