I140 over I140 / TENNESSEE RIVER
Map
Coordinates:
+35.84967, -84.0122535°50'59" N, 84°00'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I140 over I140 / TENNESSEE RIVER |
Structure number: | 47I01400037 |
Location: | 3.5 M SE JCT SR162&SR332 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 460.0 ft. [140.2 m] |
Total length: | 1716.9 ft. [523.3 m] |
Roadway width between curbs: | 84.0 ft. [25.6 m] |
Deck width edge-to-edge: | 87.9 ft. [26.8 m] |
Vertical clearance below bridge: | 65.6 ft. [20.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 44,070 [as of 2017] |
Truck traffic: | 2% 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Pier/abutment protection: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 83.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 44070 | 83.7 |
July 2016 | Good | Good | Good | Good | 46850 | 83.7 |
August 2014 | Good | Good | Good | Good | 43290 | 83.7 |
August 2012 | Good | Good | Good | Good | 46320 | 83.7 |
August 2010 | Good | Good | Good | Good | 41580 | 83.7 |
September 2008 | Good | Good | Good | Good | 40440 | 83.7 |
August 2006 | Good | Good | Good | Good | 43300 | 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 |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 8,585 | 8,585 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 306,651 | 306,651 | 0 | 0 | 0 |
Steel Stringer | linear ft. | 6,868 | 6,868 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 39,205 | 39,205 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 151,096 | 135,977 | 15,119 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 176 | 159 | 17 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 352 | 351 | 1 | 0 | 0 |
Joints |
Assembly with Seal | each | 176 | 156 | 20 | 0 | 0 |
Bearings |
Movable Bearing | each | 30 | 30 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 5,151 | 4,894 | 257 | 0 | 0 |