I0020 over M.P. RR
Map
Coordinates:
+32.44366, -93.9379932°26'37" N, 93°56'17" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0020 over M.P. RR |
| Structure number: | 040904510106282 |
| Location: | .6 MI EAST OF US80 |
| Purpose: | Carries highway over railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 55.1 ft. [16.8 m] |
| Total length: | 412.1 ft. [125.6 m] |
| Roadway width between curbs: | 28.2 ft. [8.6 m] |
| Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
| Vertical clearance below bridge: | 24.3 ft. [7.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| 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: | 8 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 31,680 [as of 2009] |
| Truck traffic: | 29% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 68.3 tons [62.1 metric tons] |
| Inventory rating: | 40.6 tons [36.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 50.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,723,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 25,490 [as of 1997] |
| Truck traffic: | 29% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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] |
| Operating rating: | 52.5 tons [47.7 metric tons] |
| Inventory rating: | 34.7 tons [31.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 54.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,723,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,449 [as of 1991] |
| Truck traffic: | 29% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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] |
| Operating rating: | 52.5 tons [47.7 metric tons] |
| Inventory rating: | 34.7 tons [31.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 58.3 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,723,000 |