N BROADWAY over DRY CREEK CANAL
Map
Coordinates:
+36.74778, -119.8027836°44'52" N, 119°48'10" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | N BROADWAY over DRY CREEK CANAL |
| Structure number: | 42C0229 |
| Location: | AT FRANKLIN AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 32.2 ft. [9.8 m] |
| Total length: | 35.1 ft. [10.7 m] |
| Roadway width between curbs: | 41.7 ft. [12.7 m] |
| Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
| Skew angle: | 25° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1953 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 13.5 / HS 15 [3] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,700 [as of 1981] |
| Truck traffic: | 1% 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 45.7 tons [41.5 metric tons] |
| Inventory rating: | 27.4 tons [24.9 metric tons] |
| Sufficiency rating: | 88.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,700 [as of 1998] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 44.9 tons [40.8 metric tons] |
| Inventory rating: | 27.0 tons [24.5 metric tons] |
| Sufficiency rating: | 89.4 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,700 [as of 1981] |
| Truck traffic: | 1% 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: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 89.2 |