US 67 over DE ROCHE CREEK
Map
Coordinates:
+34.20613, -93.0271534°12'22" N, 93°01'38" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US 67 over DE ROCHE CREEK |
| Structure number: | 000000000000657 |
| Location: | AT HOT SPRINGS CO LINE |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 230.0 ft. [70.1 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1929 |
| Year reconstructed: | 1956 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,300 [as of 2008] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Fair [5 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: | 29.9 tons [27.2 metric tons] |
| Inventory rating: | 17.9 tons [16.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 30.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,900 [as of 1994] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 29.7 tons [27.0 metric tons] |
| Inventory rating: | 16.8 tons [15.3 metric tons] |
| Sufficiency rating: | 48.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $580,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,799 [as of 1987] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Sufficiency rating: | 67.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,113,000 |