Share: 
SAWMILL HILL RD over TRIB SHENANDOAH RIVER
Map
Coordinates:
+39.10164, -77.90768
39°06'06" N, 77°54'28" W
+39.10164, -77.90768
39°06'06" N, 77°54'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SAWMILL HILL RD over TRIB SHENANDOAH RIVER |
| Structure number: | 000000000025060 |
| Location: | 0.48 TO 604 - 0.17 TO 606 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Skew angle: | 15° |
| Owner: | State Highway Agency [01] |
| Year built: | 1997 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 144 [as of 2014] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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: | 97.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2017 | Good | 7 out of 10 | 144 | 97.9 |
| September 2015 | Good | 7 out of 10 | 144 | 98.9 |
| September 2013 | Good | 8 out of 10 | 164 | 98.9 |
| September 2011 | Good | 8 out of 10 | 164 | 98.9 |
| October 2009 | Good | 8 out of 10 | 164 | 98.9 |
| October 2007 | Good | 8 out of 10 | 164 | 98.9 |
| October 2005 | Good | 8 out of 10 | 130 | 99.0 |
| October 2003 | Good | 9 out of 10 | 130 | 99.0 |
| October 2001 | Good | 8 out of 10 | 130 | 99.0 |
| October 1999 | Good | 9 out of 10 | 108 | 99.0 |
| October 1997 | Good | 9 out of 10 | 108 | 99.0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1583783
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1583783