PAWNEE over WICHITA DRAINAGE CANAL
Map
Coordinates:
+37.64992, -97.3103237°38'60" N, 97°18'37" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | PAWNEE over WICHITA DRAINAGE CANAL |
| Structure number: | 430400876250020 |
| Location: | PAWNEE AT I-135 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 47.9 ft. [14.6 m] |
| Total length: | 122.1 ft. [37.2 m] |
| Roadway width between curbs: | 72.2 ft. [22.0 m] |
| Deck width edge-to-edge: | 88.9 ft. [27.1 m] |
| Skew angle: | 14° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1966 |
| 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] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,000 [as of 2006] |
| Truck traffic: | 2% of total traffic |
| 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] |
| 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: | 74.8 tons [68.0 metric tons] |
| Inventory rating: | 43.9 tons [39.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 91.2 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,773 [as of 1995] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 74.8 tons [68.0 metric tons] |
| Inventory rating: | 44.9 tons [40.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 85.1 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,504 [as of 1988] |
| 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: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 89.0 |