STATE ROUTE 180 WB over FANCHER CREEK CANAL
Map
Coordinates:
+36.74389, -119.6686136°44'38" N, 119°40'07" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | STATE ROUTE 180 WB over FANCHER CREEK CANAL |
| Structure number: | 42 0428L |
| Location: | 06-FRE-180-R64.89-FRE |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 118.4 ft. [36.1 m] |
| Total length: | 118.4 ft. [36.1 m] |
| Roadway width between curbs: | 51.5 ft. [15.7 m] |
| Deck width edge-to-edge: | 54.5 ft. [16.6 m] |
| Skew angle: | 28° |
| Owner: | State Highway Agency [01] |
| Year built: | 2009 |
| 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] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,250 [as of 2000] |
| Truck traffic: | 6% 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] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 59.5 tons [54.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 98.8 |