LINDBERGH DRIVE over NORTH FORK P'TREE CREEK
Map
Coordinates:
+33.82067, -84.3585333°49'14" N, 84°21'31" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LINDBERGH DRIVE over NORTH FORK P'TREE CREEK |
| Structure number: | 000000012106460 |
| Location: | IN N ATLANTA |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 54.8 ft. [16.7 m] |
| Total length: | 139.8 ft. [42.6 m] |
| Roadway width between curbs: | 64.0 ft. [19.5 m] |
| Deck width edge-to-edge: | 78.1 ft. [23.8 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 1988 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 17,010 [as of 2007] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Sufficiency rating: | 89.3 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,470 [as of 1998] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 50.4 tons [45.8 metric tons] |
| Inventory rating: | 35.5 tons [32.3 metric tons] |
| Sufficiency rating: | 99.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,470 [as of 1990] |
| Truck traffic: | 9% 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] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 50.5 tons [45.9 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 98.4 |