HWY 40 CAPITOL HWY over B-142 SEMI-VIADUCT
Map
Coordinates:
+45.48033, -122.6802245°28'49" N, 122°40'49" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HWY 40 CAPITOL HWY over B-142 SEMI-VIADUCT |
| Structure number: | 08549 040 00647 |
| Location: | SEMIVIADUCT 3 W OF BARBUR |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 175.9 ft. [53.6 m] |
| Roadway width between curbs: | 35.1 ft. [10.7 m] |
| Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1959 |
| 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: | 7 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20,714 [as of 2007] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 76.9 tons [69.9 metric tons] |
| Inventory rating: | 45.9 tons [41.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.3 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $902,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,220 [as of 1996] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 76.2 tons [69.3 metric tons] |
| Inventory rating: | 45.5 tons [41.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $540,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,200 [as of 1988] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 49.5 tons [45.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 73.7 |