OR 99E(HWY 001E) over UPRR & DIVISION ST
Map
Coordinates:
+45.50722, -122.6608445°30'26" N, 122°39'39" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | OR 99E(HWY 001E) over UPRR & DIVISION ST |
| Structure number: | 02115 01E 00105 |
| Location: | 1.5 MI SE PORTLAND CC |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 1639.2 ft. [499.6 m] |
| Roadway width between curbs: | 48.2 ft. [14.7 m] |
| Deck width edge-to-edge: | 60.4 ft. [18.4 m] |
| Vertical clearance below bridge: | 10.8 ft. [3.3 m] |
| Skew angle: | 99° |
| Owner: | State Highway Agency [01] |
| Year built: | 1937 |
| 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: | 40 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 36,110 [as of 2008] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $9,237,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 32,200 [as of 2000] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 25.7 tons [23.4 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $12,693,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 47,600 [as of 1989] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 27.3 tons [24.8 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 41.3 |