DEEP CUT LAKE Rd over BEAVER Creek
Map
Coordinates:
+38.68167, -86.7155638°40'54" N, 86°42'56" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | DEEP CUT LAKE Rd over BEAVER Creek |
| Structure number: | 5100021 |
| Location: | 0.16 S of SR 650 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 79.1 ft. [24.1 m] |
| Total length: | 86.0 ft. [26.2 m] |
| Roadway width between curbs: | 15.4 ft. [4.7 m] |
| Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1890 |
| Year reconstructed: | 1994 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Open Grating [3] |
2010 Inspection
| Status: | Posted for other load-capacity restriction [R] |
| Average daily traffic: | 63 [as of 2007] |
| 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Sufficiency rating: | 51.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 53 [as of 1996] |
| 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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Sufficiency rating: | 58.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $15,000 |
1992 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 100 [as of 1989] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Fair [5 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] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 29.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $208,000 |