US74 WBL over SR1166
Map
Coordinates:
+35.42506, -83.4198135°25'30" N, 83°25'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US74 WBL over SR1166 |
Structure number: | 000000001730019 |
Old structure number: | 000000001730018 (from 1992 edition) |
Location: | 1 MI.E.JCT.SR1159 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 83.0 ft. [25.3 m] |
Total length: | 173.9 ft. [53.0 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 35° |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Year reconstructed: | 2013 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,500 [as of 2015] |
Truck traffic: | 14% 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Satisfactory | Good | 6500 | 96.4 |
September 2017 | Good | Good | Good | Good | 6500 | 98.4 |
September 2015 | Good | Good | Good | Good | 6500 | 95.4 |
September 2013 | Good | Good | Good | Good | 6500 | 96.4 |
September 2011 | Fair | Fair | Good | Good | 5500 | 95.5 |
September 2009 | Fair | Fair | Good | Good | 5500 | 95.5 |
November 2007 | Fair | Satisfactory | Good | Good | 5500 | 98.5 |
December 2005 | Fair | Satisfactory | Good | Good | 5500 | 98.5 |
October 2003 | Fair | Satisfactory | Good | Good | 6000 | 98.4 |
November 2001 | Good | Good | Good | Good | 5500 | 96.5 |
October 1999 | Good | Good | Good | Good | 5500 | 96.5 |
April 1990 | Fair | Satisfactory | Very Good | Very Good | 3350 | 97.0 |
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 |
Steel Girder/Beam | linear ft. | 1,038 | 531 | 506 | 1 | 0 |
Steel Protective Coating | sq. ft. | 10,752 | 10,246 | 0 | 80 | 426 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,408 | 7,379 | 26 | 3 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 4 | 0 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 106 | 106 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 71 | 71 | 0 | 0 | 0 |
Steel Pile | each | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 220 | 197 | 22 | 1 | 0 |
Joints |
Compression Joint | linear ft. | 208 | 198 | 5 | 3 | 2 |
Bearings |
Movable Bearing | each | 24 | 24 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 24 | 24 | 0 | 0 | 0 |
Fixed Bearing | each | 12 | 11 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12 | 11 | 0 | 1 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 350 | 308 | 36 | 6 | 0 |