SHOAL CREEK ROAD over SHOAL CREEK
Map
Coordinates:
+34.43246, -84.1289734°25'57" N, 84°07'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SHOAL CREEK ROAD over SHOAL CREEK |
Structure number: | 000000008500240 |
Location: | JUST NW OF DAWSONVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 94.2 ft. [28.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1959 |
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: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 4,740 [as of 2012] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 47.7 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $551,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 4740 | 47.7 |
July 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 4740 | 47.7 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 4740 | 47.7 |
June 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 4740 | 47.7 |
July 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 2590 | 48.4 |
July 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 3170 | 48.2 |
June 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 3170 | 48.2 |
July 2005 | Fair | Satisfactory | Good | Satisfactory | 2420 | 48.5 |
July 2003 | Fair | Satisfactory | Good | Satisfactory | 2500 | 48.5 |
August 2001 | Fair | Satisfactory | Good | Satisfactory | 2000 | 62.4 |
November 1999 | Fair | Satisfactory | Good | Satisfactory | 2000 | 62.4 |
August 1997 | Fair | Satisfactory | Good | Satisfactory | 2000 | 62.4 |
June 1995 | Fair | Satisfactory | Good | Good | 1700 | 62.4 |
June 1993 | Fair | Satisfactory | Good | Good | 1640 | 62.5 |
June 1991 | Good | Good | Good | Good | 1120 | 62.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 376 | 361 | 15 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,838 | 1,107 | 1,712 | 19 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 0 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 60 | 46 | 14 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 60 | 60 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 72 | 0 | 0 | 72 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 188 | 188 | 0 | 0 | 0 |