SR-105 (SIMPSON) over SIMPSON CREEK
Map
Coordinates:
+30.46333, -81.4316730°27'48" N, 81°25'54" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR-105 (SIMPSON) over SIMPSON CREEK |
| Structure number: | 720072 |
| Location: | SR-105 OVER SIMPSON CREEK |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 100.1 ft. [30.5 m] |
| Roadway width between curbs: | 23.6 ft. [7.2 m] |
| Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1949 |
| 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: | 5 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,300 [as of 2008] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 48.8 tons [44.4 metric tons] |
| Inventory rating: | 29.9 tons [27.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $51,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,156 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 48.8 tons [44.4 metric tons] |
| Inventory rating: | 29.9 tons [27.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 64.2 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $51,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,320 [as of 1989] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 29.7 tons [27.0 metric tons] |
| Sufficiency rating: | 72.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,265,000 |