I26 LT LN over NFA A357 (MC CLAUGIN RD)
Map
Coordinates:
+36.20000, -82.3466736°12'00" N, 82°20'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I26 LT LN over NFA A357 (MC CLAUGIN RD) |
Structure number: | 86I00260010 |
Location: | .9 M N OF SR 173 JCT |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 52.5 ft. [16.0 m] |
Total length: | 138.5 ft. [42.2 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 8° |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 21,640 [as of 2017] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 21640 | 96.0 |
November 2016 | Good | Good | Good | Good | 21960 | 95.9 |
January 2015 | Good | Good | Good | Good | 19330 | 96.2 |
February 2013 | Good | Good | Good | Good | 19260 | 96.2 |
February 2011 | Good | Good | Good | Good | 21550 | 96.0 |
February 2009 | Good | Good | Good | Good | 21230 | 96.0 |
February 2007 | Good | Good | Good | Good | 19420 | 96.2 |
March 2005 | Good | Good | Good | Good | 17750 | 96.3 |
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 Closed Web/Box Girder | linear ft. | 554 | 554 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,094 | 6,094 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 30 | 30 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 92 | 92 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 76 | 76 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 16 | 16 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 277 | 277 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,800 | 1,800 | 0 | 0 | 0 |