CO.RD. 23 ZONE J over CEDAR CREEK
Map
Coordinates:
+35.64198, -91.5393935°38'31" N, 91°32'22" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CO.RD. 23 ZONE J over CEDAR CREEK |
| Structure number: | 000000000014001 |
| Location: | 1.61 SO SH14 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1941 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Number of main spans: | 2 |
| Main spans material: | Masonry [8] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 96 [as of 1987] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 30.9 tons [28.1 metric tons] |
| Inventory rating: | 18.9 tons [17.2 metric tons] |
| Sufficiency rating: | 60.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 96 [as of 1994] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 30.7 tons [27.9 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Sufficiency rating: | 60.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $214,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 96 [as of 1987] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 30.7 tons [27.9 metric tons] |
| Inventory rating: | 18.8 tons [17.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 44.0 |