FAS-1697 (CH-8) over HONEY CREEK
Map
Coordinates:
+38.89414, -87.8133238°53'39" N, 87°48'48" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FAS-1697 (CH-8) over HONEY CREEK |
| Structure number: | 000017301704638 |
| Location: | 2 MI SE HARDINVILLE |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 84.0 ft. [25.6 m] |
| Total length: | 159.1 ft. [48.5 m] |
| Roadway width between curbs: | 24.3 ft. [7.4 m] |
| Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1928 |
| Year reconstructed: | 1972 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 13.5 / HS 15 [3] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 250 [as of 2005] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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: | 28.7 tons [26.1 metric tons] |
| Inventory rating: | 20.8 tons [18.9 metric tons] |
| Sufficiency rating: | 72.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 250 [as of 1996] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 81.8 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 150 [as of 1990] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 26.7 tons [24.3 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 82.1 |