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WATTERS CREEK ROAD over DICKS CR
Map
Coordinates:
+34.68029, -83.93740
34°40'49" N, 83°56'15" W
+34.68029, -83.93740
34°40'49" N, 83°56'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WATTERS CREEK ROAD over DICKS CR |
| Structure number: | 080304000003043 |
| Location: | CHESTATEE WMA |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 45.9 ft. [14.0 m] |
| Roadway width between curbs: | 14.1 ft. [4.3 m] |
| Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
| Owner: | U.S. Forest Service [64] |
| Year built: | 1969 |
| Year reconstructed: | 2010 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 10 [as of 1997] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $30,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Good | Good | Good | 10 | 78.0 |
| October 2014 | Fair | Satisfactory | Satisfactory | Good | 10 | 75.0 |
| October 2011 | Fair | Good | Satisfactory | Good | 10 | 77.0 |
| April 2008 | Good | Good | Good | Good | 10 | 79.0 |
| June 2004 | Good | Good | Good | Good | 10 | 81.0 |
| July 2002 | Good | Good | Good | Good | 10 | 75.9 |
© 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/1104777
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1104777