QUEEN AVE N over SHINGLE CREEK
Map
Coordinates:
+45.04982, -93.3100245°02'59" N, 93°18'36" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | QUEEN AVE N over SHINGLE CREEK |
| Structure number: | 27507 |
| Location: | 0.4 MI N OF 49TH AVE N |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 37.1 ft. [11.3 m] |
| Total length: | 86.0 ft. [26.2 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
| Skew angle: | 37° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1962 |
| 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: | 3 |
| 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: | 800 [as of 2008] |
| Deck condition: | Good [7 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 51.4 tons [46.7 metric tons] |
| Inventory rating: | 28.2 tons [25.6 metric tons] |
| Sufficiency rating: | 92.2 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,650 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 50.9 tons [46.3 metric tons] |
| Inventory rating: | 27.9 tons [25.4 metric tons] |
| Sufficiency rating: | 91.8 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 935 [as of 1989] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | 49.5 tons [45.0 metric tons] |
| Inventory rating: | 23.5 tons [21.4 metric tons] |
| Sufficiency rating: | 92.5 |