NORWOOD AVE over ARCADE CREEK
Map
Coordinates:
+38.62361, -121.4566738°37'25" N, 121°27'24" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | NORWOOD AVE over ARCADE CREEK |
| Structure number: | 24C0080 |
| Location: | 0.1 MI S OF FAIRBANKS |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 27.9 ft. [8.5 m] |
| Total length: | 297.9 ft. [90.8 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1956 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 11 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,220 [as of 1977] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 54.9 tons [49.9 metric tons] |
| Inventory rating: | 33.9 tons [30.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 72.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,831,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 500 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 54.9 tons [49.9 metric tons] |
| Inventory rating: | 33.9 tons [30.8 metric tons] |
| Sufficiency rating: | 90.2 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 500 [as of 1977] |
| Truck traffic: | 10% 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: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 33.7 tons [30.6 metric tons] |
| Sufficiency rating: | 78.1 |