Leda Road over Banister River
Map
Coordinates:
+36.89082, -79.0919236°53'27" N, 79°05'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Leda Road over Banister River |
Structure number: | 000000000009280 |
Location: | 2.24 TO 666 - 1.04 TO 647 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 79.1 ft. [24.1 m] |
Total length: | 312.7 ft. [95.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 188 [as of 2014] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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 desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Good | Satisfactory | 188 | 92.2 |
October 2016 | Fair | Satisfactory | Good | Satisfactory | 188 | 92.2 |
October 2014 | Fair | Satisfactory | Good | Satisfactory | 190 | 92.2 |
October 2012 | Fair | Satisfactory | Good | Satisfactory | 192 | 94.2 |
October 2010 | Fair | Satisfactory | Good | Satisfactory | 192 | 93.9 |
October 2008 | Fair | Satisfactory | Good | Satisfactory | 192 | 93.9 |
September 2006 | Fair | Satisfactory | Good | Good | 222 | 93.9 |
September 2004 | Fair | Satisfactory | Good | Good | 247 | 88.8 |
November 2002 | Fair | Good | Satisfactory | Good | 221 | 88.9 |
November 2000 | Fair | Good | Satisfactory | Good | 278 | 82.3 |
September 1998 | Fair | Satisfactory | Satisfactory | Good | 278 | 82.3 |
October 1996 | Fair | Good | Satisfactory | Good | 251 | 82.3 |
September 1994 | Fair | Very Good | Satisfactory | Good | 251 | 81.3 |
November 1992 | Fair | Fair | Satisfactory | Good | 323 | 80.4 |
November 1990 | Fair | Fair | Satisfactory | Very Good | 288 | 80.5 |