INTERSTATE 5 SB over SR 160 & ABANDONED RR
Map
Coordinates:
+38.47528, -121.5044438°28'31" N, 121°30'16" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | INTERSTATE 5 SB over SR 160 & ABANDONED RR |
| Structure number: | 24 0296L |
| Location: | 03-SAC-005-15.58-SAC |
| Purpose: | Carries highway over highway, waterway, and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 121.1 ft. [36.9 m] |
| Total length: | 554.2 ft. [168.9 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
| Vertical clearance below bridge: | 25.9 ft. [7.9 m] |
| Skew angle: | 49° |
| Owner: | State Highway Agency [01] |
| Year built: | 1975 |
| 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: | 5 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 42,500 [as of 2000] |
| Truck traffic: | 18% 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: | 109.8 tons [99.8 metric tons] |
| Inventory rating: | 80.7 tons [73.4 metric tons] |
| Sufficiency rating: | 81.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 27,900 [as of 1997] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Inventory rating: | 80.7 tons [73.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 79.0 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $2,090,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,200 [as of 1990] |
| Truck traffic: | 15% 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: | 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] |
| Inventory rating: | 80.2 tons [72.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 81.0 |