ON I STREET over I STREET VIADUCT
Map
Coordinates:
+38.58583, -121.5050038°35'09" N, 121°30'18" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | ON I STREET over I STREET VIADUCT |
| Structure number: | 24C0364L |
| Location: | BTWN I-5 & SACRAMENTO RIV |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 73.2 ft. [22.3 m] |
| Total length: | 630.0 ft. [192.0 m] |
| Roadway width between curbs: | 33.1 ft. [10.1 m] |
| Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
| Vertical clearance below bridge: | 26.9 ft. [8.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1936 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 15 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,200 [as of 1983] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 33.9 tons [30.8 metric tons] |
| Inventory rating: | 20.9 tons [19.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 63.1 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $4,522,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,000 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 33.9 tons [30.8 metric tons] |
| Inventory rating: | 20.9 tons [19.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 64.7 |
| Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
| Estimated cost of work: | $2,016,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,000 [as of 1983] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 20.8 tons [18.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 72.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,956,000 |