SHERMAN WAY over ALISO CREEK
Map
Coordinates:
+34.20167, -118.5433334°12'06" N, 118°32'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SHERMAN WAY over ALISO CREEK |
| Structure number: | 53C0475 |
| Location: | 0.05 M EAST WILBUR AVE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 65.9 ft. [20.1 m] |
| Roadway width between curbs: | 59.7 ft. [18.2 m] |
| Deck width edge-to-edge: | 86.3 ft. [26.3 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1954 |
| 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: | 20,000 [as of 2002] |
| Truck traffic: | 3% 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 95.2 tons [86.5 metric tons] |
| Inventory rating: | 57.4 tons [52.2 metric tons] |
| Sufficiency rating: | 88.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 35,800 [as of 1998] |
| Truck traffic: | 3% 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 94.7 tons [86.1 metric tons] |
| Inventory rating: | 56.9 tons [51.7 metric tons] |
| Sufficiency rating: | 85.6 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 35,800 [as of 1984] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Very Good [8 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: | 94.1 tons [85.5 metric tons] |
| Inventory rating: | 56.4 tons [51.3 metric tons] |
| Sufficiency rating: | 86.3 |