I-15 (SR-15) NBL over 600 NORTH STREET-BEAVER
Map
Coordinates:
+38.28139, -112.6505638°16'53" N, 112°39'02" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-15 (SR-15) NBL over 600 NORTH STREET-BEAVER |
| Structure number: | 1F 176 |
| Location: | WEST SIDE OF BEAVER |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 81.0 ft. [24.7 m] |
| Total length: | 102.0 ft. [31.1 m] |
| Roadway width between curbs: | 37.7 ft. [11.5 m] |
| Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
| Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1970 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,305 [as of 2010] |
| Truck traffic: | 35% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 94.6 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,623 [as of 1998] |
| Truck traffic: | 23% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 89.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $596,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,375 [as of 1989] |
| Truck traffic: | 31% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 93.7 |