SR 411 over YOCKANOOKANY RELIEF
Map
Coordinates:
+33.20349, -89.3548433°12'13" N, 89°21'17" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SR 411 over YOCKANOOKANY RELIEF |
| Structure number: | 310041100401350 |
| Location: | 1.2 MI E SR 12 |
| Purpose: | Carries highway over relief for waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 137.1 ft. [41.8 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1991 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| 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: | 720 [as of 2007] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 45.3 tons [41.2 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Sufficiency rating: | 91.3 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 690 [as of 1996] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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: | 45.3 tons [41.2 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Sufficiency rating: | 93.3 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 690 [as of 1985] |
| Truck traffic: | 12% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Serious [3 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: | 8.7 tons [7.9 metric tons] |
| Inventory rating: | 6.2 tons [5.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $370,000 |