Ampthill Road over Willis River
Map
Coordinates:
+37.68525, -78.1135737°41'07" N, 78°06'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Ampthill Road over Willis River |
Structure number: | 000000000005729 |
Location: | 2.15-Rt.45 / 3.24-Rt.603 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 144.0 ft. [43.9 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
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 [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 170 [as of 2017] |
Truck traffic: | 10% of total traffic |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Good | Good | Good | 170 | 91.4 |
December 2016 | Good | Good | Good | Good | 155 | 91.4 |
December 2014 | Good | Very Good | Good | Good | 180 | 91.4 |
December 2012 | Good | Very Good | Good | Good | 180 | 92.4 |
December 2010 | Fair | Fair | Satisfactory | Good | 290 | 83.8 |
December 2008 | Fair | Fair | Satisfactory | Good | 195 | 88.4 |
December 2006 | Fair | Satisfactory | Satisfactory | Good | 195 | 89.4 |
January 2005 | Fair | Satisfactory | Satisfactory | Good | 171 | 89.4 |
December 2002 | Fair | Fair | Satisfactory | Good | 171 | 83.4 |
December 2000 | Fair | Satisfactory | Satisfactory | Good | 176 | 85.4 |
December 1998 | Fair | Satisfactory | Satisfactory | Good | 176 | 85.4 |
January 1997 | Good | Good | Good | Very Good | 189 | 85.4 |
December 1994 | Good | Good | Good | Very Good | 189 | 84.8 |
December 1992 | Good | Good | Good | Very Good | 189 | 84.8 |
November 1990 | Good | Good | Good | Very Good | 189 | 84.8 |