FAU 1256 (SA 4716) over BRUHIN RD. / I640
Map
Coordinates:
+36.00333, -83.9538936°00'12" N, 83°57'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | FAU 1256 (SA 4716) over BRUHIN RD. / I640 |
Structure number: | 47I06400005 |
Location: | 2.5 M SE OF SR33 |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 154.9 ft. [47.2 m] |
Total length: | 295.0 ft. [89.9 m] |
Roadway width between curbs: | 59.4 ft. [18.1 m] |
Deck width edge-to-edge: | 68.9 ft. [21.0 m] |
Vertical clearance below bridge: | 16.1 ft. [4.9 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
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: April 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,550 [as of 2017] |
Truck traffic: | 4% 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: | 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: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 77.2 tons [70.2 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 94.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2016 | 94.0 | Good | Good | Good | Good | - | 10550 |
April 2014 | 94.0 | Good | Good | Good | Good | - | 10550 |
April 2012 | 94.0 | Good | Very Good | Very Good | Very Good | - | 10550 |
April 2010 | 94.0 | Good | Very Good | Very Good | Very Good | - | 10550 |
March 2008 | 94.0 | Good | Very Good | Very Good | Very Good | - | 10550 |
December 2006 | 93.9 | Good | Very Good | Very Good | Very Good | - | 10660 |
December 2004 | 93.4 | Good | Very Good | Very Good | Very Good | - | 12090 |
February 2003 | 76.0 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 10360 |
September 2000 | 75.5 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 11380 |
December 1998 | 75.8 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 10870 |
September 1996 | 76.1 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 10240 |
November 1994 | 76.3 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 9760 |
August 1992 | 74.1 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 14210 |
October 1990 | 74.1 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 14210 |