CHILDRESS DRIVE over SOUTH UTOY CREEK
Map
Coordinates:
+33.71511, -84.4904633°42'54" N, 84°29'26" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CHILDRESS DRIVE over SOUTH UTOY CREEK |
| Structure number: | 000000012103500 |
| Location: | IN WEST ATLANTA |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 42.0 ft. [12.8 m] |
| Roadway width between curbs: | 20.3 ft. [6.2 m] |
| Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
| Skew angle: | 38° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1938 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: | 4,510 [as of 2007] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 27.7 tons [25.2 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.1 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $138,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,370 [as of 1998] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 27.6 tons [25.1 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 64.6 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $138,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,250 [as of 1990] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 21.8 tons [19.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 61.3 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |