I-5 over STILLAGUAMISH R
Map
Coordinates:
+48.19694, -122.2102548°11'49" N, 122°12'37" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I-5 over STILLAGUAMISH R |
| Structure number: | 0001652A0000000 |
| Location: | 0.7 N JCT SR 530 |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 200.1 ft. [61.0 m] |
| Total length: | 859.0 ft. [261.8 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 49.2 ft. [15.0 m] |
| Vertical clearance above deck: | 16.4 ft. [5.0 m] |
| Vertical clearance below bridge: | 11.5 ft. [3.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1933 |
| 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: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 39,247 [as of 2007] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 34.7 tons [31.5 metric tons] |
| Inventory rating: | 20.8 tons [18.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 48.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $663,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 27,261 [as of 1994] |
| Truck traffic: | 13% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 34.7 tons [31.5 metric tons] |
| Inventory rating: | 20.8 tons [18.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 47.0 |
| Recommended work: | Replacement of bridge or other structure because of relocation of road. [32] |
| Estimated cost of work: | $770,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,675 [as of 1984] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 49.8 |
| Recommended work: | Replacement of bridge or other structure because of relocation of road. [32] |
| Estimated cost of work: | $5,223,000 |