Eggleston Rd. /730 over Branch of New River
Map
Coordinates:
+37.28182, -80.6266637°16'55" N, 80°37'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Eggleston Rd. /730 over Branch of New River |
Structure number: | 000000000008505 |
Location: | 0.40-RT 689;0.90-RT 621 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 8.9 ft. [2.7 m] |
Total length: | 24.9 ft. [7.6 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 376 [as of 2014] |
Truck traffic: | 1% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.7 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2017 | Good | 7 out of 10 | 376 | 96.7 |
February 2015 | Good | 7 out of 10 | 291 | 96.8 |
February 2013 | Good | 7 out of 10 | 291 | 96.8 |
February 2011 | Good | 7 out of 10 | 291 | 96.8 |
January 2009 | Good | 7 out of 10 | 291 | 96.8 |
January 2007 | Good | 7 out of 10 | 377 | 99.7 |
January 2005 | Good | 8 out of 10 | 360 | 99.7 |
January 2003 | Good | 8 out of 10 | 306 | 100.0 |
February 2001 | Good | 8 out of 10 | 515 | 97.0 |
January 1999 | Good | 8 out of 10 | 515 | 97.0 |
February 1997 | Good | 8 out of 10 | 501 | 97.0 |
January 1995 | Good | 8 out of 10 | 501 | 97.0 |
January 1993 | Good | 8 out of 10 | 477 | 97.0 |
January 1991 | Good | 8 out of 10 | 209 | 96.4 |