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Highland Trpke over SHAW FORK @ HEADWATERS
Map
Coordinates:
+38.32669, -79.41324
38°19'36" N, 79°24'48" W
+38.32669, -79.41324
38°19'36" N, 79°24'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Highland Trpke over SHAW FORK @ HEADWATERS |
| Structure number: | 000000000027309 |
| Location: | 0.01 RT 616N-0.19 RT 616S |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 40.0 ft. [12.2 m] |
| Total length: | 85.0 ft. [25.9 m] |
| Roadway width between curbs: | 35.4 ft. [10.8 m] |
| Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
| 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: | 2 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 992 [as of 2014] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 90.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Good | Good | Very Good | Good | 992 | 90.6 |
| July 2016 | Good | Good | Very Good | Good | 992 | 90.6 |
| July 2014 | Good | Good | Very Good | Good | 1156 | 90.1 |
| July 2012 | Good | Good | Very Good | Good | 1156 | 90.1 |
| October 2010 | Good | Good | Very Good | Good | 1156 | 92.1 |
| September 2008 | Good | Very Good | Very Good | Good | 1156 | 92.1 |
| July 2006 | Good | Very Good | Very Good | Good | 1160 | 92.1 |
| July 2004 | Good | Very Good | Very Good | Very Good | 1109 | 92.3 |
| July 2002 | Good | Excellent | Excellent | Excellent | 1147 | 92.1 |
© 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/1584822
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1584822