I-26 over SANDY RUN CREEK
Map
Coordinates:
+33.79104, -80.9934433°47'28" N, 80°59'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-26 over SANDY RUN CREEK |
Structure number: | 000000000003196 |
Old structure number: | 000910002600200 (from 1992 edition) |
Location: | 15MI NW OF ST MATTHEWS |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 97.1 ft. [29.6 m] |
Deck width edge-to-edge: | 99.1 ft. [30.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 60,000 [as of 2017] |
Truck traffic: | 18% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2018 | Fair | 6 out of 10 | 60000 | 98.0 |
July 2016 | Fair | 6 out of 10 | 56600 | 98.0 |
July 2014 | Fair | 5 out of 10 | 53300 | 81.3 |
July 2012 | Fair | 5 out of 10 | 51700 | 81.4 |
September 2010 | Fair | 5 out of 10 | 51900 | 81.4 |
September 2008 | Fair | 5 out of 10 | 51500 | 81.5 |
September 2006 | Fair | 5 out of 10 | 51900 | 81.4 |
September 2004 | Fair | 5 out of 10 | 52100 | 81.4 |
August 1998 | Good | 7 out of 10 | 37300 | 95.3 |
July 1990 | Good | 7 out of 10 | 21400 | 80.1 |
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. | 91 | 0 | 91 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 23 | 23 | 0 | 0 | 0 |