GLADSTONE BLVD over ANDERSON ST
Map
Coordinates:
+39.11156, -94.5457339°06'42" N, 94°32'45" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | GLADSTONE BLVD over ANDERSON ST |
| Structure number: | 25389 |
| Old structure number: | S026B31 048 (from 1992 edition) |
| Location: | S 34 T 50 N R 33 W |
| Purpose: | Carries highway over highway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 64.0 ft. [19.5 m] |
| Total length: | 67.9 ft. [20.7 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 67.9 ft. [20.7 m] |
| Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1945 |
| Year reconstructed: | 2003 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 240 [as of 2009] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 90.2 tons [82.0 metric tons] |
| Inventory rating: | 45.1 tons [41.0 metric tons] |
| Sufficiency rating: | 96.0 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 4,500 [as of 1998] |
| Truck traffic: | 1% 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: | 4.0 tons [3.6 metric tons] |
| Inventory rating: | 3.0 tons [2.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 29.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $96,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 4,350 [as of 1989] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 5.0 tons [4.5 metric tons] |
| Inventory rating: | 4.0 tons [3.6 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 32.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $199,000 |