ELMWOOD over DRY CREEK
Map
Coordinates:
+37.65163, -97.2936337°39'06" N, 97°17'37" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | ELMWOOD over DRY CREEK |
| Structure number: | 53040087000DC60 |
| Location: | ELMWOOD AT HILLSIDE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 37.1 ft. [11.3 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Roadway width between curbs: | 26.2 ft. [8.0 m] |
| Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1930 |
| Year reconstructed: | 1987 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 250 [as of 2006] |
| 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: | 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 83.8 tons [76.2 metric tons] |
| Inventory rating: | 49.9 tons [45.4 metric tons] |
| Sufficiency rating: | 97.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 225 [as of 1995] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Excellent [9 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: | 83.8 tons [76.2 metric tons] |
| Inventory rating: | 49.9 tons [45.4 metric tons] |
| Sufficiency rating: | 97.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 400 [as of 1989] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 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: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 94.0 |