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Redhill Road over Happy Creek
Map
Coordinates:
+38.10366, -78.21676
38°06'13" N, 78°13'00" W
+38.10366, -78.21676
38°06'13" N, 78°13'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Redhill Road over Happy Creek |
| Structure number: | 000000000026769 |
| Location: | 2.50 From 675&1.20 To 860 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 58.1 ft. [17.7 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 2001 |
| 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: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 302 [as of 2014] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | 98.8 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2018 | Fair | 6 out of 10 | 302 | 98.8 |
| January 2016 | Fair | 6 out of 10 | 302 | 98.8 |
| January 2014 | Fair | 6 out of 10 | 316 | 98.8 |
| January 2012 | Fair | 6 out of 10 | 316 | 99.8 |
| January 2010 | Good | 7 out of 10 | 316 | 99.8 |
| January 2008 | Good | 7 out of 10 | 245 | 97.9 |
| January 2006 | Good | 8 out of 10 | 245 | 97.9 |
| January 2004 | Good | 8 out of 10 | 219 | 97.9 |
| January 2002 | Good | 9 out of 10 | 131 | 97.9 |
© 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/1584627
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1584627