Share: 
DOE HILL ROAD over TRIB BULLPASTURE RIVER
Map
Coordinates:
+38.35855, -79.48436
38°21'31" N, 79°29'04" W
+38.35855, -79.48436
38°21'31" N, 79°29'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | DOE HILL ROAD over TRIB BULLPASTURE RIVER |
| Structure number: | 000000000024714 |
| Location: | 0.35 RT 651 - 0.75 RT 617 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1996 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 327 [as of 2014] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | 95.8 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2017 | Good | 7 out of 10 | 327 | 95.8 |
| January 2015 | Good | 7 out of 10 | 382 | 95.7 |
| January 2013 | Good | 7 out of 10 | 382 | 95.7 |
| January 2011 | Good | 7 out of 10 | 382 | 95.7 |
| December 2008 | Good | 7 out of 10 | 382 | 95.7 |
| December 2006 | Good | 7 out of 10 | 436 | 98.7 |
| November 2004 | Good | 7 out of 10 | 415 | 99.0 |
| December 2002 | Good | 7 out of 10 | 472 | 99.0 |
| November 2000 | Good | 8 out of 10 | 435 | 99.0 |
| November 1998 | Good | 8 out of 10 | 435 | 99.0 |
| November 1996 | Good | 8 out of 10 | 443 | 99.0 |
© 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/1583619
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1583619