SR948 EB (870036) over FEC R/R
Map
Coordinates:
+25.80833, -80.3066725°48'30" N, 80°18'24" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR948 EB (870036) over FEC R/R |
| Structure number: | 870236 |
| Location: | NW 36 St, 200' E NW 72 AV |
| Purpose: | Carries highway over railroad and waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 85.0 ft. [25.9 m] |
| Total length: | 665.1 ft. [202.7 m] |
| Roadway width between curbs: | 42.0 ft. [12.8 m] |
| Deck width edge-to-edge: | 51.5 ft. [15.7 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1964 |
| Year reconstructed: | 1991 |
| 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: | 8 |
| 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: | 33,000 [as of 2008] |
| Truck traffic: | 9% 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 67.3 tons [61.2 metric tons] |
| Inventory rating: | 40.5 tons [36.8 metric tons] |
| Sufficiency rating: | 81.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,979 [as of 1992] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 67.3 tons [61.2 metric tons] |
| Inventory rating: | 40.5 tons [36.8 metric tons] |
| Sufficiency rating: | 83.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,979 [as of 1988] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 63.4 tons [57.6 metric tons] |
| Inventory rating: | 55.4 tons [50.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $229,000 |