Share: 
WHITE TOP GAP RD. over HORSE CREEK
Map
Coordinates:
+36.59439, -81.62173
36°35'40" N, 81°37'18" W
+36.59439, -81.62173
36°35'40" N, 81°37'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WHITE TOP GAP RD. over HORSE CREEK |
| Structure number: | 000000000030412 |
| Location: | .3 TO R753; .6 TO R755 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 8.5 ft. [2.6 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 2014 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 150 [as of 2014] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| 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: | 97.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $30,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2018 | Good | 7 out of 10 | 150 | 97.0 |
| June 2016 | Good | 8 out of 10 | 150 | 97.0 |
| June 2014 | Good | 8 out of 10 | 150 | 97.0 |
© 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/1679424
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1679424