I0010 over COLLEGE DRIVE
Map
Coordinates:
+30.42295, -91.1394030°25'23" N, 91°08'22" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0010 over COLLEGE DRIVE |
| Structure number: | 611704501003392 |
| Location: | I0010 |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 88.9 ft. [27.1 m] |
| Total length: | 706.1 ft. [215.2 m] |
| Roadway width between curbs: | 60.0 ft. [18.3 m] |
| Deck width edge-to-edge: | 64.3 ft. [19.6 m] |
| Vertical clearance below bridge: | 15.4 ft. [4.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1967 |
| 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: | 13 |
| Main spans material: | Steel [3] |
| 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: | 110,340 [as of 2009] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Sufficiency rating: | 83.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 71,681 [as of 1997] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Fair [5 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] |
| Operating rating: | 64.4 tons [58.5 metric tons] |
| Inventory rating: | 38.6 tons [35.1 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $3,612,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 71,925 [as of 1991] |
| Truck traffic: | 21% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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: | 50.5 tons [45.9 metric tons] |
| Inventory rating: | 32.7 tons [29.7 metric tons] |
| Sufficiency rating: | 56.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |