CHICAGO AVE S over MINNEHAHA CREEK
Map
Coordinates:
+44.91139, -93.2626544°54'41" N, 93°15'46" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CHICAGO AVE S over MINNEHAHA CREEK |
| Structure number: | 27547 |
| Location: | AT MINNEHAHA PKWY |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 50.9 ft. [15.5 m] |
| Total length: | 53.2 ft. [16.2 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 66.9 ft. [20.4 m] |
| Skew angle: | 11° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1970 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Epoxy Overlay [5] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,300 [as of 2008] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 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: | 57.3 tons [52.1 metric tons] |
| Inventory rating: | 28.4 tons [25.8 metric tons] |
| Sufficiency rating: | 91.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,100 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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: | 56.9 tons [51.7 metric tons] |
| Inventory rating: | 28.2 tons [25.6 metric tons] |
| Sufficiency rating: | 92.4 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,875 [as of 1989] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 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: | 31.7 tons [28.8 metric tons] |
| Inventory rating: | 20.8 tons [18.9 metric tons] |
| Sufficiency rating: | 79.2 |