N FOWLER AVE over FANCHER CREEK CANAL
Map
Coordinates:
+36.74389, -119.6819436°44'38" N, 119°40'55" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | N FOWLER AVE over FANCHER CREEK CANAL |
| Structure number: | 42C0566 |
| Location: | 0.49 MI NORTH OF SR 180 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 28.9 ft. [8.8 m] |
| Total length: | 30.8 ft. [9.4 m] |
| Roadway width between curbs: | 62.0 ft. [18.9 m] |
| Deck width edge-to-edge: | 71.2 ft. [21.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1959 |
| Year reconstructed: | 1991 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,800 [as of 1988] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 43.5 tons [39.5 metric tons] |
| Inventory rating: | 26.1 tons [23.7 metric tons] |
| Sufficiency rating: | 85.5 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,800 [as of 1998] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 53.9 tons [49.0 metric tons] |
| Inventory rating: | 31.9 tons [29.0 metric tons] |
| Sufficiency rating: | 93.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,800 [as of 1988] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 53.5 tons [48.6 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Sufficiency rating: | 91.7 |