N BRAWLEY AVE over HERNDON CANAL
Map
Coordinates:
+36.80778, -119.8627836°48'28" N, 119°51'46" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | N BRAWLEY AVE over HERNDON CANAL |
| Structure number: | 42C0114 |
| Location: | SOUTH OF SHAW AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 22.0 ft. [6.7 m] |
| Total length: | 44.0 ft. [13.4 m] |
| Roadway width between curbs: | 100.1 ft. [30.5 m] |
| Deck width edge-to-edge: | 120.1 ft. [36.6 m] |
| Skew angle: | 29° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1925 |
| Year reconstructed: | 1988 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,082 [as of 1988] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 80.7 tons [73.4 metric tons] |
| Inventory rating: | 47.9 tons [43.5 metric tons] |
| Sufficiency rating: | 94.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,082 [as of 1998] |
| Truck traffic: | 7% 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: | 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: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 80.7 tons [73.4 metric tons] |
| Inventory rating: | 47.9 tons [43.5 metric tons] |
| Sufficiency rating: | 95.1 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,082 [as of 1988] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 80.2 tons [72.9 metric tons] |
| Inventory rating: | 47.5 tons [43.2 metric tons] |
| Sufficiency rating: | 95.3 |