S-5-26 over GALL BRANCH
Map
Coordinates:
+33.28440, -81.1842933°17'04" N, 81°11'03" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | S-5-26 over GALL BRANCH |
| Structure number: | 000570002600100 |
| Location: | 4.0MI SW DENMARK |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 14.1 ft. [4.3 m] |
| Total length: | 42.0 ft. [12.8 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1953 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 9 / H 10 [1] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 261 [as of 2008] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 32.7 tons [29.7 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Sufficiency rating: | 53.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 270 [as of 1997] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| 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 assessed or calculated scour condition. [5] |
| Operating rating: | 32.9 tons [29.9 metric tons] |
| Inventory rating: | 19.9 tons [18.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 40.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $60,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 225 [as of 1988] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Sufficiency rating: | 67.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $60,000 |