BENTALOU ST over CSX
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | BENTALOU ST over CSX |
| Structure number: | 200000BC2403010 |
| Location: | BENTALOU ST OVER CSX |
| Purpose: | Carries highway and pedestrian walkway over railroad |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 106.0 ft. [32.3 m] |
| Total length: | 107.9 ft. [32.9 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
| Vertical clearance below bridge: | 22.0 ft. [6.7 m] |
| Skew angle: | 24° |
| Owner: | City or Municipal Highway Agency [04] |
| 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: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,600 [as of 2007] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 77.2 tons [70.2 metric tons] |
| Inventory rating: | 54.5 tons [49.5 metric tons] |
| Sufficiency rating: | 84.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $134,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,817 [as of 1994] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 77.2 tons [70.2 metric tons] |
| Inventory rating: | 54.5 tons [49.5 metric tons] |
| Sufficiency rating: | 86.5 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $91,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,817 [as of 1988] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 77.2 tons [70.2 metric tons] |
| Inventory rating: | 54.5 tons [49.5 metric tons] |
| Sufficiency rating: | 98.6 |