S-29-123 over FLAT CREEK
Map
Coordinates:
+34.63666, -80.4352334°38'12" N, 80°26'07" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | S-29-123 over FLAT CREEK |
| Structure number: | 002970012300100 |
| Location: | 10.5MI NE KERSHAW |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 53.2 ft. [16.2 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1938 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 9 / H 10 [1] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 250 [as of 2008] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 20.8 tons [18.9 metric tons] |
| Inventory rating: | 14.9 tons [13.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 32.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $308,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 380 [as of 1997] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 20.9 tons [19.0 metric tons] |
| Inventory rating: | 15.0 tons [13.6 metric tons] |
| Sufficiency rating: | 45.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $112,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 320 [as of 1988] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 20.8 tons [18.9 metric tons] |
| Inventory rating: | 14.9 tons [13.5 metric tons] |
| Sufficiency rating: | 44.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $112,000 |