SC 61 over TRIB TO ASHLEY RIVER
Map
Coordinates:
+32.89736, -80.1379832°53'50" N, 80°08'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SC 61 over TRIB TO ASHLEY RIVER |
Structure number: | 000000000002938 |
Old structure number: | 001840006100500 (from 1992 edition) |
Location: | 8.8MI SE SUMR'VL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,800 [as of 2017] |
Truck traffic: | 5% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 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] |
Sufficiency rating: | 71.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2018 | Fair | 6 out of 10 | 9800 | 71.9 |
May 2016 | Good | 7 out of 10 | 7100 | 74.3 |
June 2014 | Good | 7 out of 10 | 8000 | 78.4 |
July 2012 | Good | 7 out of 10 | 8800 | 81.7 |
July 2010 | Good | 7 out of 10 | 8100 | 82.4 |
June 2008 | Good | 7 out of 10 | 8900 | 81.6 |
May 2006 | Good | 7 out of 10 | 8800 | 81.7 |
April 2004 | Good | 7 out of 10 | 7100 | 85.6 |
March 1998 | Good | 8 out of 10 | 5400 | 84.4 |
March 1990 | Good | 8 out of 10 | 4846 | 84.7 |
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 |
Reinforced Concrete Culvert | linear ft. | 114 | 0 | 100 | 14 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 68 | 68 | 0 | 0 | 0 |