DELANEY CREEK Rd over DELANEY Creek
Map
Coordinates:
+38.68222, -86.0547238°40'56" N, 86°03'17" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | DELANEY CREEK Rd over DELANEY Creek |
| Structure number: | 8800102 |
| Location: | 1.3 S of JACKSON Rd |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 19.0 ft. [5.8 m] |
| Total length: | 45.9 ft. [14.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1963 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 216 [as of 2008] |
| Truck traffic: | 7% of total traffic |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 27.7 tons [25.2 metric tons] |
| Sufficiency rating: | 90.5 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 200 [as of 1998] |
| Truck traffic: | 7% 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 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: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.8 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 1990] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 29.7 tons [27.0 metric tons] |
| Sufficiency rating: | 94.0 |