DUNNAGAN ROAD over EAST CHICKAMAUGA CRK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+34.77500, -85.0781034°46'30" N, 85°04'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DUNNAGAN ROAD over EAST CHICKAMAUGA CRK |
Structure number: | 000000031350440 |
Location: | 6.1 MI W OF DALTON |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 36.7 ft. [11.2 m] |
Total length: | 73.8 ft. [22.5 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1922 |
Year reconstructed: | 1979 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2008
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 620 [as of 2007] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Sufficiency rating: | 60.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $161,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2008 | Poor | Poor | Fair | Fair | 620 | 60.6 |
June 1998 | Poor | Poor | Fair | Fair | 470 | 57.0 |
February 1992 | Poor | Poor | Fair | Fair | 390 | 48.1 |