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QUEEN AVE N over SHINGLE CREEK

Map 

Coordinates:
+45.04982, -93.31002
45°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