I0010 over METAIRIE RELIEF CANAL
Map
Coordinates:
+29.96939, -90.1090629°58'10" N, 90°06'33" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0010 over METAIRIE RELIEF CANAL |
| Structure number: | 023604509002253 |
| Location: | 1 MILE WEST OF CARROLLTON |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 86.9 ft. [26.5 m] |
| Total length: | 86.9 ft. [26.5 m] |
| Roadway width between curbs: | 28.5 ft. [8.7 m] |
| Deck width edge-to-edge: | 45.6 ft. [13.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2006 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| 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: | 9,170 [as of 2009] |
| 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 (including piles) on dry land well above flood water elevations. [9] |
| Sufficiency rating: | 77.9 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,185 [as of 1998] |
| Truck traffic: | 20% 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 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: | 38.6 tons [35.1 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 53.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $397,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,334 [as of 1991] |
| Truck traffic: | 20% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 38.6 tons [35.1 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 67.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $397,000 |