I0020 over HUDSON ST
Map
Coordinates:
+32.47460, -93.7886532°28'29" N, 93°47'19" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0020 over HUDSON ST |
| Structure number: | 040904510115401 |
| Location: | 3.47 MI EAST OF I-220 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 50.9 ft. [15.5 m] |
| Total length: | 56.1 ft. [17.1 m] |
| Roadway width between curbs: | 48.2 ft. [14.7 m] |
| Deck width edge-to-edge: | 53.5 ft. [16.3 m] |
| Vertical clearance below bridge: | 15.7 ft. [4.8 m] |
| Skew angle: | 23° |
| 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] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 43,080 [as of 2009] |
| Truck traffic: | 29% of total traffic |
| Deck condition: | Satisfactory [6 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 not over waterway. [N] |
| Operating rating: | 60.4 tons [54.9 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 80.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $370,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 32,884 [as of 1997] |
| Truck traffic: | 29% of total traffic |
| Deck condition: | Satisfactory [6 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] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 81.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 22,436 [as of 1991] |
| Truck traffic: | 29% of total traffic |
| Deck condition: | Satisfactory [6 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] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 83.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |