K84 HWY over S FK SOLOMON R
Map
Coordinates:
+39.35690, -99.9726039°21'25" N, 99°58'21" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | K84 HWY over S FK SOLOMON R |
| Structure number: | 999908400330321 |
| Location: | 0.46 MI S US24 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 63.0 ft. [19.2 m] |
| Total length: | 407.5 ft. [124.2 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1957 |
| 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: | 9 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 295 [as of 2009] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 27.9 tons [25.4 metric tons] |
| Inventory rating: | 16.9 tons [15.4 metric tons] |
| Sufficiency rating: | 66.5 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $366,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 400 [as of 1999] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 30.7 tons [27.9 metric tons] |
| Inventory rating: | 14.9 tons [13.5 metric tons] |
| Sufficiency rating: | 63.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,477,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 360 [as of 1990] |
| Truck traffic: | 10% 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 55.4 tons [50.4 metric tons] |
| Inventory rating: | 23.4 tons [21.3 metric tons] |
| Sufficiency rating: | 77.4 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $366,000 |