TUCKER BLVD over TRRA & UP RR
Map
Coordinates:
+38.62228, -90.2003138°37'20" N, 90°12'01" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | TUCKER BLVD over TRRA & UP RR |
| Structure number: | 13140 |
| Old structure number: | U387530009 115 (from 1992 edition) |
| Location: | S 23 T 45 N R 7 E |
| Purpose: | Carries highway over railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 118.1 ft. [36.0 m] |
| Total length: | 1420.0 ft. [432.8 m] |
| Roadway width between curbs: | 67.9 ft. [20.7 m] |
| Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
| Vertical clearance above deck: | 15.7 ft. [4.8 m] |
| Skew angle: | 8° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1979 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 18 |
| Main spans material: | Steel [3] |
| Main spans 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: | 21,000 [as of 2009] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 62.4 tons [56.7 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 68.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $12,348,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 20,000 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 62.4 tons [56.7 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 74.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $19,587,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 19,200 [as of 1990] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 62.4 tons [56.7 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $15,932,000 |