11th Street North over Wichita Drainage Canal
Map
Coordinates:
+37.70444, -97.3188537°42'16" N, 97°19'08" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 11th Street North over Wichita Drainage Canal |
| Structure number: | 530400870WDC150 |
| Location: | 11th at I-135 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 59.1 ft. [18.0 m] |
| Total length: | 149.3 ft. [45.5 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 48.2 ft. [14.7 m] |
| Skew angle: | 11° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1925 |
| Year reconstructed: | 2007 |
| 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: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 400 [as of 2006] |
| Truck traffic: | 2% 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 81.8 tons [74.4 metric tons] |
| Inventory rating: | 35.0 tons [31.8 metric tons] |
| Sufficiency rating: | 99.8 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 350 [as of 1995] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 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: | 72.8 tons [66.2 metric tons] |
| Inventory rating: | 43.9 tons [39.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 70.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $232,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 347 [as of 1980] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 32.2 tons [29.3 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Sufficiency rating: | 97.1 |