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SR 46 over OCONEE RIVER
Map
Coordinates:
+32.29832, -82.69455
32°17'54" N, 82°41'40" W
+32.29832, -82.69455
32°17'54" N, 82°41'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR 46 over OCONEE RIVER |
| Structure number: | 000000030950280 |
| Location: | 10 MILES NORTH OF GLENWOO |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 128.9 ft. [39.3 m] |
| Total length: | 3062.2 ft. [933.3 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2005 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 53 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,140 [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: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 95.9 |
| Estimated cost of work: | $17,946,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Good | Good | Good | Good | 1140 | 95.9 |
| August 2016 | Good | Good | Good | Good | 1140 | 95.9 |
| August 2014 | Good | Very Good | Very Good | Good | 1140 | 95.9 |
| July 2012 | Good | Very Good | Very Good | Good | 1140 | 95.9 |
| August 2010 | Good | Very Good | Very Good | Very Good | 1370 | 95.5 |
| August 2008 | Good | Very Good | Very Good | Very Good | 1370 | 97.5 |
| July 2006 | Good | Very Good | Very Good | Very Good | 1370 | 97.5 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 15,697 | 15,694 | 3 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 139,251 | 139,239 | 11 | 1 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 20 | 20 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 80 | 78 | 2 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 48 | 0 | 48 | 0 | 0 |
| Prestressed Concrete Pile | each | 245 | 244 | 0 | 1 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 2,080 | 2,079 | 1 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 400 | 0 | 0 | 0 | 400 |
| Bearings | ||||||
| Elastomeric Bearing | each | 536 | 536 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 6,124 | 6,124 | 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/1104238
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1104238