US24 HWY over COON CREEK DRAINAGE
Map
Coordinates:
+39.37441, -99.7886339°22'28" N, 99°47'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US24 HWY over COON CREEK DRAINAGE |
| Structure number: | 999902400330151 |
| Location: | 3.20 MI E JT U283 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 52.2 ft. [15.9 m] |
| Total length: | 236.9 ft. [72.2 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1963 |
| 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: | 5 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,250 [as of 2009] |
| Truck traffic: | 16% 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: | 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: | 61.8 tons [56.2 metric tons] |
| Inventory rating: | 37.0 tons [33.6 metric tons] |
| Sufficiency rating: | 96.5 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $360,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,285 [as of 1999] |
| Truck traffic: | 16% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 51.5 tons [46.8 metric tons] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Sufficiency rating: | 93.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,227,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,370 [as of 1990] |
| Truck traffic: | 9% 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 43.7 tons [39.7 metric tons] |
| Inventory rating: | 20.2 tons [18.4 metric tons] |
| Sufficiency rating: | 75.9 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $360,000 |