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Sugar Run Road/663 over Sugar Run
Map
Coordinates:
+37.25628, -80.80169
37°15'23" N, 80°48'06" W
+37.25628, -80.80169
37°15'23" N, 80°48'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Sugar Run Road/663 over Sugar Run |
| Structure number: | 000000000023566 |
| Location: | .10-Rte665 ;2.05-Dead End |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1992 |
| 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: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 67 [as of 2014] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 91.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $740,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2018 | Fair | 6 out of 10 | 67 | 91.5 |
| December 2016 | Fair | 6 out of 10 | 67 | 91.5 |
| December 2014 | Fair | 6 out of 10 | 72 | 91.3 |
| December 2012 | Fair | 6 out of 10 | 72 | 91.3 |
| December 2010 | Good | 7 out of 10 | 72 | 93.3 |
| December 2008 | Good | 7 out of 10 | 72 | 93.3 |
| December 2006 | Good | 7 out of 10 | 80 | 94.3 |
| December 2004 | Good | 7 out of 10 | 80 | 94.3 |
| November 2002 | Good | 7 out of 10 | 129 | 100.0 |
| December 2000 | Good | 7 out of 10 | 129 | 100.0 |
| November 1998 | Good | 7 out of 10 | 129 | 100.0 |
| December 1996 | Good | 7 out of 10 | 111 | 100.0 |
| November 1994 | Good | 8 out of 10 | 111 | 100.0 |
| November 1992 | Good | 9 out of 10 | 66 | 98.0 |
© 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/1583050
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1583050