CROSSTOWN (SR618) over DELANEY CREEK
Map
Coordinates:
+27.93278, -82.3558327°55'58" N, 82°21'21" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | CROSSTOWN (SR618) over DELANEY CREEK |
| Structure number: | 100809 |
| Location: | 0.3MI WEST OF US 301 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 33.1 ft. [10.1 m] |
| Total length: | 91.2 ft. [27.8 m] |
| Roadway width between curbs: | 67.3 ft. [20.5 m] |
| Deck width edge-to-edge: | 70.9 ft. [21.6 m] |
| Skew angle: | 50° |
| Owner: | State Toll Authority [31] |
| Year built: | 2004 |
| 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: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,500 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Very Good [8 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 99.7 tons [90.6 metric tons] |
| Inventory rating: | 65.0 tons [59.1 metric tons] |
| Sufficiency rating: | 100.0 |