CITY STREET over OCKLEY DITCH
Map
Coordinates:
+32.46869, -93.7359032°28'07" N, 93°44'09" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CITY STREET over OCKLEY DITCH |
| Structure number: | 040932281934481 |
| Location: | 1.8 MI NO OF LA 511 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 58.1 ft. [17.7 m] |
| Deck width edge-to-edge: | 70.2 ft. [21.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1996 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,000 [as of 1986] |
| 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 96.4 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,000 [as of 1986] |
| 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] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 96.4 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 17,492 [as of 1979] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Serious [3 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 21.8 tons [19.8 metric tons] |
| Inventory rating: | 11.9 tons [10.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 6.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $330,000 |