WEST FLORISSANT AV over TRRA RR
Map
Coordinates:
+38.73244, -90.2774638°43'57" N, 90°16'39" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WEST FLORISSANT AV over TRRA RR |
| Structure number: | 324 |
| Old structure number: | A04821 1 (from 1992 edition) |
| Location: | S 33 T 46 N R 7 E |
| Purpose: | Carries highway over railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 79.1 ft. [24.1 m] |
| Total length: | 79.1 ft. [24.1 m] |
| Roadway width between curbs: | 89.9 ft. [27.4 m] |
| Deck width edge-to-edge: | 111.9 ft. [34.1 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Skew angle: | 37° |
| Owner: | State Highway Agency [01] |
| Year built: | 1959 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span 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: | Posted for load [P] |
| Average daily traffic: | 18,421 [as of 2009] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 67.1 tons [61.0 metric tons] |
| Inventory rating: | 39.6 tons [36.0 metric tons] |
| Sufficiency rating: | 87.2 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 4,256 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 91.1 tons [82.8 metric tons] |
| Inventory rating: | 42.6 tons [38.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $567,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,730 [as of 1990] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 30.7 tons [27.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 16.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,052,000 |