CEDAR PT ROAD over TRIB TO CLAPBOARD CREEK
Map
Coordinates:
+30.45889, -81.5330630°27'32" N, 81°31'59" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CEDAR PT ROAD over TRIB TO CLAPBOARD CREEK |
| Structure number: | 724130 |
| Location: | 1.8 MI E OF NEW BERLIN RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 43.6 ft. [13.3 m] |
| Total length: | 43.6 ft. [13.3 m] |
| Roadway width between curbs: | 26.2 ft. [8.0 m] |
| Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1951 |
| Year reconstructed: | 1971 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,011 [as of 2009] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 58.2 tons [52.9 metric tons] |
| Inventory rating: | 49.5 tons [45.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 81.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,471 [as of 1999] |
| Truck traffic: | 15% 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: | 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: | 57.9 tons [52.6 metric tons] |
| Inventory rating: | 49.8 tons [45.3 metric tons] |
| Sufficiency rating: | 83.3 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,471 [as of 1991] |
| Truck traffic: | 75% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 57.4 tons [52.2 metric tons] |
| Inventory rating: | 49.5 tons [45.0 metric tons] |
| Sufficiency rating: | 78.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,000 |