I-4 WB over M.L. KING BLVD.
Map
Coordinates:
+27.98167, -82.3841727°58'54" N, 82°23'03" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | I-4 WB over M.L. KING BLVD. |
| Structure number: | 100586 |
| Location: | 1.9 MILES WEST OF US 301 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 134.2 ft. [40.9 m] |
| Total length: | 268.7 ft. [81.9 m] |
| Roadway width between curbs: | 68.9 ft. [21.0 m] |
| Deck width edge-to-edge: | 70.9 ft. [21.6 m] |
| Vertical clearance below bridge: | 17.7 ft. [5.4 m] |
| Skew angle: | 49° |
| Owner: | State Highway Agency [01] |
| Year built: | 2001 |
| 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: | 2 |
| 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: | 61,750 [as of 2008] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 105.8 tons [96.2 metric tons] |
| Inventory rating: | 63.9 tons [58.1 metric tons] |
| Sufficiency rating: | 97.0 |