CORINTH ROAD over OTTER CREEK
Map
Coordinates:
+30.80972, -85.9761130°48'35" N, 85°58'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CORINTH ROAD over OTTER CREEK |
| Structure number: | 524210 |
| Location: | T4N R17W SEC30 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 14.1 ft. [4.3 m] |
| Total length: | 53.8 ft. [16.4 m] |
| Roadway width between curbs: | 16.4 ft. [5.0 m] |
| Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1970 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 4 |
| Main spans material: | Wood or timber [7] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 40 [as of 2009] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Serious [3 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: | 3.0 tons [2.7 metric tons] |
| Inventory rating: | 3.0 tons [2.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 30.7 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 40 [as of 1999] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 14.0 tons [12.7 metric tons] |
| Inventory rating: | 10.0 tons [9.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 44.4 |
1992 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 40 [as of 1991] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 13.9 tons [12.6 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 34.1 |
Comments
CORINTH ROAD over OTTER CREEK (Holmes County, Florida)
Posted May 22, 2012, by Mike Brown (mike-mbi [at] knology [dot] net)
We have the contract to replace this bridge with a 4-barrell box culvert. the existing timber bridge was demolished on May 16, 2012.