RMP TROP WB TO 15N over I 15N OFF RAMP TO FRANK
Map
Coordinates:
+36.10139, -115.1800036°06'05" N, 115°10'48" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | RMP TROP WB TO 15N over I 15N OFF RAMP TO FRANK |
| Structure number: | I2356 |
| Location: | LAS VEGAS |
| Purpose: | Carries highway over highway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 119.8 ft. [36.5 m] |
| Total length: | 121.4 ft. [37.0 m] |
| Roadway width between curbs: | 39.7 ft. [12.1 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Vertical clearance below bridge: | 16.7 ft. [5.1 m] |
| Skew angle: | 33° |
| Owner: | State Highway Agency [01] |
| Year built: | 2002 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| 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: | 22,600 [as of 2008] |
| Truck traffic: | 2% 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: | 46.2 tons [42.0 metric tons] |
| Inventory rating: | 35.2 tons [32.0 metric tons] |
| Sufficiency rating: | 94.6 |