SR-404 over Indian River
Map
Coordinates:
+28.20556, -80.6536128°12'20" N, 80°39'13" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR-404 over Indian River |
| Structure number: | 700143 |
| Location: | SR-404 EB - Indian River |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 116.1 ft. [35.4 m] |
| Total length: | 2280.0 ft. [694.9 m] |
| Roadway width between curbs: | 33.1 ft. [10.1 m] |
| Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
| Vertical clearance below bridge: | 64.0 ft. [19.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1971 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 29 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,000 [as of 2008] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Pier/abutment protection: | In place but in a deteriorated condition [3] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 83.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,725,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,500 [as of 1996] |
| Truck traffic: | 2% 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] |
| Pier/abutment protection: | In place but in a deteriorated condition [3] |
| Scour condition: | Bridge over "tidal" waters that has not been evaluated for scour, but considered low risk. [T] |
| Operating rating: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 88.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,725,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,084 [as of 1989] |
| Truck traffic: | 1% 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 51.5 tons [46.8 metric tons] |
| Inventory rating: | 34.7 tons [31.5 metric tons] |
| Sufficiency rating: | 94.0 |