NW THURMAN ST over B-15 X MACLEAY PARK
Map
Coordinates:
+45.53555, -122.7126345°32'08" N, 122°42'45" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | NW THURMAN ST over B-15 X MACLEAY PARK |
| Structure number: | 25B15 000 00001 |
| Location: | BALCH GULCH AT FOREST PK |
| Purpose: | Carries highway and pedestrian walkway over pedestrian/bicycle trail |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 160.1 ft. [48.8 m] |
| Total length: | 400.0 ft. [121.9 m] |
| Roadway width between curbs: | 26.9 ft. [8.2 m] |
| Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1905 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | M 9 / H 10 [1] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Deck [09] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 4,028 [as of 2007] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 29.9 tons [27.2 metric tons] |
| Inventory rating: | 23.0 tons [20.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 54.3 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $2,049,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 3,650 [as of 1996] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 29.7 tons [27.0 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 56.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,125,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,069 [as of 1983] |
| Deck condition: | Good [7 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: | 17.4 tons [15.8 metric tons] |
| Inventory rating: | 12.4 tons [11.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 49.7 |