INTERSTATE 5 NB over AMERICAN RIV, GARDEN HWY
Map
Coordinates:
+38.60306, -121.5061138°36'11" N, 121°30'22" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | INTERSTATE 5 NB over AMERICAN RIV, GARDEN HWY |
| Structure number: | 24 0068R |
| Location: | 03-SAC-005-24.82-SAC |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 120.1 ft. [36.6 m] |
| Total length: | 2786.2 ft. [849.2 m] |
| Roadway width between curbs: | 65.9 ft. [20.1 m] |
| Deck width edge-to-edge: | 67.9 ft. [20.7 m] |
| Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1968 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 28 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 78,000 [as of 2000] |
| Truck traffic: | 10% 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 72.8 tons [66.2 metric tons] |
| Inventory rating: | 44.9 tons [40.8 metric tons] |
| Sufficiency rating: | 81.0 |
2000 Inspection
| Status: | Open, would be posted or closed except for temporary shoring [D] |
| Average daily traffic: | 62,000 [as of 1997] |
| Truck traffic: | 11% 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 72.8 tons [66.2 metric tons] |
| Inventory rating: | 44.9 tons [40.8 metric tons] |
| Sufficiency rating: | 83.0 |
1992 Inspection
| Status: | Open, would be posted or closed except for temporary shoring [D] |
| Average daily traffic: | 52,400 [as of 1990] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 72.3 tons [65.7 metric tons] |
| Inventory rating: | 44.6 tons [40.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $43,761,000 |