WIEUCA ROAD over NANCY CREEK
Map
Coordinates:
+33.87309, -84.3752433°52'23" N, 84°22'31" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WIEUCA ROAD over NANCY CREEK |
| Structure number: | 000000012104500 |
| Location: | IN N ATLANTA |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 33.8 ft. [10.3 m] |
| Total length: | 67.9 ft. [20.7 m] |
| Roadway width between curbs: | 31.8 ft. [9.7 m] |
| Deck width edge-to-edge: | 38.7 ft. [11.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1928 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,310 [as of 2007] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 54.5 tons [49.5 metric tons] |
| Inventory rating: | 32.7 tons [29.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 90.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $463,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,800 [as of 1998] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 23.8 tons [21.6 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.6 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $463,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,250 [as of 1990] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Sufficiency rating: | 78.1 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |