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CLENDENIN ROAD/641 over CLENDENIN CREEK
Map
Coordinates:
+37.34778, -80.74222
37°20'52" N, 80°44'32" W
+37.34778, -80.74222
37°20'52" N, 80°44'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CLENDENIN ROAD/641 over CLENDENIN CREEK |
| Structure number: | 000000000030509 |
| Location: | 0.45-Rte769; 2.30-deadend |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 11.2 ft. [3.4 m] |
| Total length: | 24.6 ft. [7.5 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 2017 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 989 [as of 2017] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 66.5 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $3,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2017 | Good | 7 out of 10 | 989 | 66.5 |
© 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/1713242
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1713242