CR 39 over Creek
Map
Coordinates:
+34.48000, -91.3633334°28'48" N, 91°21'48" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CR 39 over Creek |
| Structure number: | 000000000010034 |
| Location: | 0.2 Mi N SH 153 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 13.1 ft. [4.0 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 16.1 ft. [4.9 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1976 |
| Year reconstructed: | 2000 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 2 |
| Main spans material: | Wood or timber [7] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 107 [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: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 13.0 tons [11.8 metric tons] |
| Inventory rating: | 9.0 tons [8.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 45.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 107 [as of 1994] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 12.9 tons [11.7 metric tons] |
| Inventory rating: | 8.9 tons [8.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 45.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $209,000 |
1992 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 107 [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: | Good [7 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 18.8 tons [17.1 metric tons] |
| Inventory rating: | 8.7 tons [7.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 49.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $87,000 |