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Zion Hill Road over Briery Creek
Map
Coordinates:
+37.25540, -78.39265
37°15'19" N, 78°23'34" W
+37.25540, -78.39265
37°15'19" N, 78°23'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Zion Hill Road over Briery Creek |
| Structure number: | 000000000013948 |
| Location: | 1.45-Rt.15 / 0.50-Rt.630 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 44.0 ft. [13.4 m] |
| Total length: | 129.9 ft. [39.6 m] |
| Roadway width between curbs: | 26.6 ft. [8.1 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1971 |
| 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: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,100 [as of 2017] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 85.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1100 | 85.9 |
| December 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1060 | 85.9 |
| December 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1100 | 85.9 |
| December 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1100 | 86.9 |
| December 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 826 | 88.2 |
| December 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 826 | 88.2 |
| December 2006 | Fair | Fair | Satisfactory | Good | 826 | 87.1 |
| December 2004 | Fair | Fair | Satisfactory | Good | 730 | 94.3 |
| December 2002 | Fair | Fair | Satisfactory | Good | 730 | 93.3 |
| December 2000 | Good | Good | Good | Good | 681 | 93.4 |
| December 1998 | Good | Good | Good | Good | 681 | 93.4 |
| January 1997 | Good | Good | Good | Good | 681 | 93.4 |
| January 1995 | Good | Very Good | Good | Good | 681 | 94.1 |
| December 1992 | Good | Very Good | Good | Good | 314 | 94.5 |
| January 1991 | Good | Very Good | Good | Good | 314 | 94.5 |
© 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/1578540
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1578540