LOCH RAVEN BOULEVA over CHINQUAPIN RUN
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCH RAVEN BOULEVA over CHINQUAPIN RUN |
| Structure number: | 200000BC3403011 |
| Location: | 0.6 MI N COLDSPRING LA |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 73.2 ft. [22.3 m] |
| Total length: | 203.1 ft. [61.9 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1932 |
| Year reconstructed: | 1977 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| 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: | 32,200 [as of 2007] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Satisfactory [6 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] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 81.2 tons [73.8 metric tons] |
| Inventory rating: | 51.5 tons [46.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $81,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 28,000 [as of 1994] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Satisfactory [6 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] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 81.2 tons [73.8 metric tons] |
| Inventory rating: | 51.5 tons [46.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $80,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 28,000 [as of 1988] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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 not over waterway. [N] |
| Operating rating: | 81.2 tons [73.8 metric tons] |
| Inventory rating: | 51.5 tons [46.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.3 |