Moore Road/686 over Little River
Map
Coordinates:
+36.95791, -80.2985336°57'28" N, 80°17'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Moore Road/686 over Little River |
Structure number: | 000000000007583 |
Location: | 0.0 RT 682; 2.60 RT 685 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 121.1 ft. [36.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
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: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 383 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 92.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 383 | 92.2 |
November 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 383 | 92.2 |
November 2014 | Fair | Good | Good | Satisfactory | 310 | 92.3 |
November 2012 | Fair | Good | Good | Satisfactory | 310 | 92.3 |
November 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 310 | 92.3 |
December 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 310 | 92.3 |
November 2006 | Fair | Satisfactory | Satisfactory | Good | 310 | 94.3 |
November 2004 | Fair | Satisfactory | Satisfactory | Good | 267 | 92.3 |
November 2002 | Fair | Satisfactory | Satisfactory | Good | 267 | 92.3 |
November 2000 | Fair | Satisfactory | Satisfactory | Good | 176 | 96.9 |
December 1998 | Fair | Satisfactory | Satisfactory | Good | 176 | 96.9 |
December 1996 | Fair | Satisfactory | Satisfactory | Good | 176 | 96.9 |
December 1994 | Fair | Satisfactory | Very Good | Very Good | 176 | 96.9 |
December 1992 | Fair | Satisfactory | Very Good | Very Good | 137 | 96.9 |
November 1990 | Good | Good | Very Good | Very Good | 137 | 96.9 |