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FAP 28 over HOLBERT CREEK
Map
Coordinates:
+36.56646, -85.03725
36°33'59" N, 85°02'14" W
+36.56646, -85.03725
36°33'59" N, 85°02'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FAP 28 over HOLBERT CREEK |
| Structure number: | 69SR0280001 |
| Location: | 1 MI.N. OF FENTRESS CO. |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 68.9 ft. [21.0 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1983 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,760 [as of 2017] |
| Truck traffic: | 16% 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 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: | 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: | 92.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2017 | Good | 7 out of 10 | 1760 | 92.9 |
| January 2016 | Good | 7 out of 10 | 1420 | 93.0 |
| January 2014 | Good | 7 out of 10 | 1550 | 93.6 |
| January 2012 | Good | 7 out of 10 | 1560 | 93.5 |
| January 2010 | Good | 7 out of 10 | 1640 | 93.3 |
| January 2008 | Good | 7 out of 10 | 1700 | 93.1 |
| January 2006 | Good | 7 out of 10 | 1910 | 91.3 |
| January 2004 | Good | 7 out of 10 | 1740 | 91.9 |
| January 2002 | Good | 7 out of 10 | 1580 | 92.5 |
| January 2000 | Good | 7 out of 10 | 1790 | 93.7 |
| May 1998 | Good | 7 out of 10 | 1250 | 93.6 |
| May 1996 | Good | 7 out of 10 | 1250 | 93.6 |
| May 1994 | Good | 7 out of 10 | 1200 | 93.7 |
| May 1992 | Good | 7 out of 10 | 1200 | 93.7 |
| May 1990 | Good | 7 out of 10 | 1200 | 93.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 264 | 255 | 9 | 0 | 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/1510031
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1510031