LAUREL AVENUE over TOMS CREEK
Map
Coordinates:
+36.94623, -82.4714936°56'46" N, 82°28'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LAUREL AVENUE over TOMS CREEK |
Structure number: | 000000000028351 |
Location: | .14M TOT1101& .01M TO646 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 98.1 ft. [29.9 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 47.6 ft. [14.5 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
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: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,090 [as of 2014] |
Truck traffic: | 47% 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 80.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 3090 | 80.0 |
May 2016 | Good | Good | Good | Good | 3090 | 80.0 |
May 2014 | Good | Good | Good | Good | 4157 | 80.0 |
May 2012 | Good | Good | Good | Good | 4157 | 80.0 |
May 2010 | Good | Good | Good | Good | 4157 | 80.0 |
May 2008 | Good | Very Good | Very Good | Very Good | 4157 | 80.0 |
April 2006 | Good | Excellent | Excellent | Very Good | 6077 | 79.0 |