IRR US 395 over Allerman Canal
Good Condition99 years old12,000 vehicles/day
Location
| State | Nevada |
| County | Douglas |
| Location | South Of Gardnerville |
| Carries | IRR US 395 |
| Crosses | Allerman Canal |
| Coordinates | 38.89341, -119.70020 |
Condition Ratings
| Overall Condition | Good |
| Deck | 8 (Very Good) |
| Superstructure | 8 (Very Good) |
| Substructure | 7 (Good) |
| Channel/Waterway | 7 (Good) |
| Scour Critical | 8 — Stable, low risk |
Physical Characteristics
| Material | Concrete |
| Design | Tee Beam |
| Total Length | 26.9 ft (8.2 m) |
| Max Span | 24.9 ft (7.6 m) |
| Deck Width | 79.1 ft (24.1 m) |
| Deck Area | 197.6 sq m |
| Main Spans | 1 |
| Year Built | 1927 (reconstructed 1970) |
Traffic
| Avg Daily Traffic | 12,000 (2017) |
| Truck Traffic | 6% |
| Lanes On Bridge | 2 |
Inspection & Ownership
| Last Inspection | 624 |
| Inspection Frequency | Every 24 months |
| Owner | State Highway Agency |
| Historical Significance | Bridge is not eligible for the National Register |
| Structure Number | B 161 |