HUNDREDS ROAD over SWEETWATER CR TRIB
Map
Coordinates:
+31.75323, -82.3156331°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 |