KENTUCKY Ave over WHITE River
Map
Coordinates:
+39.75639, -86.1733339°45'23" N, 86°10'24" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | KENTUCKY Ave over WHITE River |
| Structure number: | 4900298 |
| Location: | 0.15 NE of I-70 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 147.0 ft. [44.8 m] |
| Total length: | 959.0 ft. [292.3 m] |
| Roadway width between curbs: | 56.4 ft. [17.2 m] |
| Deck width edge-to-edge: | 67.6 ft. [20.6 m] |
| Skew angle: | 47° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1925 |
| Year reconstructed: | 1983 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 7 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,401 [as of 2005] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 81.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $16,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,330 [as of 1996] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 78.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,300 [as of 1988] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Sufficiency rating: | 95.2 |