S-9-16 over I-26
Map
Coordinates:
+33.65072, -80.8835733°39'03" N, 80°53'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S-9-16 over I-26 |
Structure number: | 000000000002912 |
Old structure number: | 000970001600300 (from 1992 edition) |
Location: | 6 MI W ST MATHEWS |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 56.1 ft. [17.1 m] |
Total length: | 213.9 ft. [65.2 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 12° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 270 [as of 2017] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 73.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Fair | Fair | Satisfactory | 270 | 73.4 |
July 2015 | Fair | Fair | Fair | Satisfactory | 270 | 73.4 |
August 2013 | Fair | Fair | Fair | Fair | 270 | 73.4 |
August 2011 | Fair | Good | Fair | Fair | 270 | 74.4 |
August 2009 | Good | Good | Good | Good | 270 | 85.4 |
October 2007 | Good | Good | Good | Good | 270 | 85.4 |
September 2005 | Good | Good | Good | Good | 240 | 89.9 |
August 1999 | Fair | Satisfactory | Very Good | Very Good | 240 | 90.0 |
July 1991 | Good | Very Good | Very Good | Very Good | 130 | 90.0 |
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. | 856 | 0 | 753 | 103 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,527 | 6,527 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,527 | 6,527 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 140 | 0 | 137 | 3 | 0 |
Joints |
Pourable Joint | linear ft. | 92 | 92 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 428 | 0 | 428 | 0 | 0 |