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ETOWAH RIVER ROAD over RUSSELL CREEK
Map
Coordinates:
+34.39551, -84.05349
34°23'44" N, 84°03'13" W
+34.39551, -84.05349
34°23'44" N, 84°03'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ETOWAH RIVER ROAD over RUSSELL CREEK |
| Structure number: | 000000008550130 |
| Location: | 4 MI SE OF DAWSONVILLE |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1960 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 490 [as of 2012] |
| Truck traffic: | 1% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 65.0 |
| Estimated cost of work: | $129,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2018 | Poor | 4 out of 10 | 490 | 65.0 |
| July 2017 | Poor | 4 out of 10 | 490 | 65.0 |
| June 2015 | Fair | 5 out of 10 | 490 | 81.2 |
| June 2013 | Fair | 5 out of 10 | 490 | 81.2 |
| June 2011 | Fair | 5 out of 10 | 600 | 81.1 |
| July 2009 | Fair | 5 out of 10 | 470 | 81.2 |
| June 2007 | Fair | 5 out of 10 | 470 | 81.2 |
| July 2005 | Fair | 5 out of 10 | 470 | 81.2 |
| July 2003 | Fair | 5 out of 10 | 470 | 81.2 |
| August 2001 | Fair | 5 out of 10 | 470 | 72.5 |
| October 1999 | Fair | 5 out of 10 | 470 | 72.5 |
| July 1997 | Fair | 6 out of 10 | 430 | 82.6 |
| June 1995 | Fair | 6 out of 10 | 430 | 82.5 |
| June 1993 | Fair | 6 out of 10 | 400 | 82.6 |
| June 1991 | Fair | 6 out of 10 | 270 | 82.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Steel Culvert | linear ft. | 80 | 10 | 0 | 70 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1094022
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1094022