RICHARD RUSSEL HWY over DUKES CREEK
Map
Coordinates:
+34.71233, -83.7905234°42'44" N, 83°47'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RICHARD RUSSEL HWY over DUKES CREEK |
Structure number: | 000000031100310 |
Location: | 3.5 MI W OF HELEN |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 32.2 ft. [9.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 450 [as of 2012] |
Truck traffic: | 1% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 60.4 tons [54.9 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 98.5 |
Estimated cost of work: | $188,000 |
Previous Inspections
Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
---|
February 2016 | 98.5 | Fair | 6 out of 10 | - | 450 |
February 2014 | 98.5 | Fair | 6 out of 10 | - | 450 |
February 2012 | 98.7 | Fair | 6 out of 10 | - | 260 |
February 2010 | 98.4 | Fair | 6 out of 10 | - | 540 |
February 2008 | 98.4 | Fair | 6 out of 10 | - | 540 |
January 2006 | 98.5 | Fair | 6 out of 10 | - | 510 |
February 2004 | 98.5 | Fair | 6 out of 10 | - | 500 |
February 2002 | 98.5 | Fair | 6 out of 10 | - | 500 |
February 2000 | 98.4 | Fair | 6 out of 10 | - | 540 |
April 1998 | 98.4 | Fair | 6 out of 10 | - | 540 |
January 1996 | 98.4 | Fair | 6 out of 10 | - | 540 |
January 1994 | 98.4 | Good | 8 out of 10 | - | 540 |
March 1992 | 98.4 | Good | 8 out of 10 | - | 540 |
May 1990 | 98.4 | Good | 8 out of 10 | - | 540 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 201 | 161 | 0 | 40 | 0 |