S-9-35 over I-26
Map
Coordinates:
+33.73832, -80.9365233°44'18" N, 80°56'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S-9-35 over I-26 |
Structure number: | 000000000003203 |
Old structure number: | 000970003500100 (from 1992 edition) |
Location: | 8 MI NW ST MATHEWS |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 63.0 ft. [19.2 m] |
Total length: | 245.1 ft. [74.7 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 20° |
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 13.5 / HS 15 [3] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 580 [as of 2017] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | 77.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Good | Satisfactory | Good | 580 | 77.6 |
July 2015 | Fair | Fair | Satisfactory | Good | 580 | 76.8 |
August 2013 | Fair | Fair | Fair | Good | 580 | 65.7 |
August 2011 | Fair | Fair | Fair | Good | 580 | 65.7 |
August 2009 | Fair | Fair | Fair | Good | 580 | 65.7 |
October 2007 | Fair | Fair | Fair | Good | 565 | 65.8 |
September 2005 | Fair | Fair | Fair | Good | 120 | 70.5 |
August 1999 | Fair | Satisfactory | Satisfactory | Very Good | 120 | 82.6 |
July 1991 | Good | Very Good | Very Good | Very Good | 50 | 83.5 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 980 | 951 | 29 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,350 | 7,350 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 7,350 | 7,350 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 15 | 13 | 1 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 160 | 160 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 102 | 102 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 16 | 16 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Fixed Bearing | each | 16 | 16 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 490 | 245 | 245 | 0 | 0 |