CEDAR (10TH) over MISS R; BNSF & STS
Map
Coordinates:
+44.97631, -93.2451744°58'35" N, 93°14'43" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CEDAR (10TH) over MISS R; BNSF & STS |
| Structure number: | 2796 |
| Location: | 0.3 MI N OF WASH AVE |
| Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 290.4 ft. [88.5 m] |
| Total length: | 2153.0 ft. [656.2 m] |
| Roadway width between curbs: | 55.4 ft. [16.9 m] |
| Deck width edge-to-edge: | 68.2 ft. [20.8 m] |
| Vertical clearance below bridge: | 89.9 ft. [27.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1929 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 7 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 24,452 [as of 2007] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2] |
| Operating rating: | 37.0 tons [33.6 metric tons] |
| Inventory rating: | 21.9 tons [19.9 metric tons] |
| Sufficiency rating: | 59.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,500 [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] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2] |
| Operating rating: | 42.9 tons [39.0 metric tons] |
| Inventory rating: | 29.9 tons [27.2 metric tons] |
| Evaluation: | Not applicable [N] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,360 [as of 1989] |
| Truck traffic: | 1% 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: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2] |
| Operating rating: | 42.6 tons [38.7 metric tons] |
| Inventory rating: | 27.7 tons [25.2 metric tons] |
| Sufficiency rating: | 74.8 |