GUEST RIVER RD. over GUEST RIVER
Map
Coordinates:
+37.03386, -82.6677937°02'02" N, 82°40'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GUEST RIVER RD. over GUEST RIVER |
Structure number: | 000000000019393 |
Location: | .20M TO 701&4.95M TO 627 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,116 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 78.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Satisfactory | Satisfactory | Good | 1116 | 78.0 |
December 2015 | Good | Good | Good | Good | 1116 | 78.0 |
December 2013 | Good | Good | Good | Good | 1116 | 78.0 |
December 2011 | Good | Good | Good | Good | 1116 | 78.0 |
December 2009 | Good | Good | Good | Good | 1116 | 78.0 |
December 2007 | Good | Good | Good | Good | 1116 | 78.0 |
December 2005 | Good | Good | Good | Good | 1116 | 78.0 |
December 2003 | Good | Good | Good | Good | 871 | 80.0 |
December 2001 | Good | Good | Good | Good | 871 | 80.0 |
December 1999 | Good | Good | Good | Good | 871 | 80.0 |
December 1997 | Good | Good | Good | Good | 1869 | 78.0 |
December 1995 | Good | Good | Good | Good | 1320 | 78.0 |
January 1994 | Good | Good | Good | Good | 383 | 80.0 |
December 1991 | Good | Good | Good | Good | 402 | 80.0 |