CROSSTOWN (SR618) over CR 573 78TH ST & PALM R
Map
Coordinates:
+27.95056, -82.3736127°57'02" N, 82°22'25" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CROSSTOWN (SR618) over CR 573 78TH ST & PALM R |
| Structure number: | 100459 |
| Location: | 900FT SOUTH OF SR 60 |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 74.2 ft. [22.6 m] |
| Total length: | 1456.8 ft. [444.0 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 50.2 ft. [15.3 m] |
| Vertical clearance below bridge: | 10.8 ft. [3.3 m] |
| Skew angle: | 99° |
| Owner: | State Toll Authority [31] |
| Year built: | 1981 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 24 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,750 [as of 2009] |
| Truck traffic: | 6% 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] |
| 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: | 47.9 tons [43.5 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Sufficiency rating: | 96.2 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14,500 [as of 1997] |
| Truck traffic: | 8% 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: | 47.9 tons [43.5 metric tons] |
| Inventory rating: | 42.9 tons [39.0 metric tons] |
| Sufficiency rating: | 90.3 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,055 [as of 1988] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 46.5 tons [42.3 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Sufficiency rating: | 91.1 |