I75 SBL over SR 2 BONNEY OAKS DR
Map
Coordinates:
+35.05982, -85.1315335°03'35" N, 85°07'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I75 SBL over SR 2 BONNEY OAKS DR |
Structure number: | 33I00750060 |
Location: | 5.2 MI I75 SR153 IC |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 127.3 ft. [38.8 m] |
Total length: | 208.0 ft. [63.4 m] |
Roadway width between curbs: | 68.9 ft. [21.0 m] |
Deck width edge-to-edge: | 70.9 ft. [21.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 18° |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
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 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 79,990 [as of 2017] |
Truck traffic: | 17% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 79990 | 88.3 |
July 2016 | Good | Good | Good | Good | 77010 | 88.6 |
July 2014 | Good | Good | Good | Good | 73950 | 88.9 |
July 2012 | Good | Good | Good | Good | 74260 | 88.9 |
July 2010 | Fair | Satisfactory | Very Good | Very Good | 68810 | 89.4 |
July 2008 | Fair | Satisfactory | Very Good | Very Good | 79220 | 88.4 |
July 2006 | Good | Very Good | Very Good | Very Good | 67260 | 89.5 |
January 2005 | Fair | Fair | Fair | Fair | 65300 | 56.2 |
August 2002 | Fair | Fair | Fair | Fair | 70470 | 55.4 |
October 2000 | Fair | Fair | Fair | Fair | 70450 | 56.6 |
September 1998 | Fair | Satisfactory | Fair | Satisfactory | 66790 | 53.6 |
September 1996 | Fair | Satisfactory | Fair | Satisfactory | 59910 | 59.3 |
November 1994 | Fair | Satisfactory | Fair | Satisfactory | 55050 | 61.6 |
November 1992 | Fair | Good | Fair | Satisfactory | 44020 | 68.0 |
November 1990 | Fair | Good | Fair | Satisfactory | 44020 | 68.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,872 | 1,868 | 0 | 4 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,734 | 14,734 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 8 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 191 | 186 | 0 | 5 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 142 | 142 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 180 | 180 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 416 | 316 | 100 | 0 | 0 |