FOX VALLEY RD. over M. FORK HOLSTON RIVER
Map
Coordinates:
+36.81814, -81.6167736°49'05" N, 81°37'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FOX VALLEY RD. over M. FORK HOLSTON RIVER |
Structure number: | 000000000017624 |
Location: | .33 TO R779 & .05 TO R643 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 70.9 ft. [21.6 m] |
Total length: | 282.2 ft. [86.0 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
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: | 4 |
Main spans material: | Steel [3] |
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: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 989 [as of 2014] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 82.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 989 | 82.0 |
May 2016 | Good | Good | Good | Good | 989 | 81.8 |
May 2014 | Good | Good | Good | Good | 579 | 88.3 |
May 2012 | Good | Good | Very Good | Good | 579 | 88.3 |
May 2010 | Good | Good | Very Good | Good | 579 | 88.3 |
May 2008 | Good | Good | Very Good | Good | 579 | 89.3 |
May 2006 | Fair | Satisfactory | Very Good | Satisfactory | 1003 | 83.8 |
May 2004 | Fair | Satisfactory | Very Good | Satisfactory | 1003 | 83.8 |
May 2002 | Fair | Satisfactory | Very Good | Satisfactory | 1003 | 83.8 |
September 2000 | Fair | Satisfactory | Very Good | Satisfactory | 1003 | 83.8 |
June 1998 | Fair | Satisfactory | Very Good | Satisfactory | 1003 | 83.8 |
August 1996 | Fair | Good | Very Good | Satisfactory | 553 | 90.3 |
June 1994 | Good | Very Good | Very Good | Very Good | 553 | 89.0 |
June 1992 | Good | Very Good | Very Good | Very Good | 295 | 90.1 |
October 1990 | Good | Excellent | Excellent | Excellent | 307 | 90.1 |