CR-880 over C-51 CANAL
Map
Coordinates:
+26.68528, -80.3888926°41'07" N, 80°23'20" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CR-880 over C-51 CANAL |
| Structure number: | 930940 |
| Location: | 0.1MI W of US-98 / SR-441 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 184.1 ft. [56.1 m] |
| Total length: | 219.8 ft. [67.0 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
| Vertical clearance above deck: | 18.7 ft. [5.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1937 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Closed Grating [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,200 [as of 2007] |
| Truck traffic: | 30% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 53.9 tons [49.0 metric tons] |
| Inventory rating: | 32.3 tons [29.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 45.7 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,000 [as of 2000] |
| Truck traffic: | 15% of total traffic |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 53.9 tons [49.0 metric tons] |
| Inventory rating: | 32.3 tons [29.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 69.4 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,489 [as of 1988] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 14.9 tons [13.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 50.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $840,000 |