Share: 
County Road 18 over Sage Creek
Map
Coordinates:
+43.08566, -104.35078
43°05'08" N, 104°21'03" W
+43.08566, -104.35078
43°05'08" N, 104°21'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | County Road 18 over Sage Creek |
| Structure number: | KHU |
| Location: | 14 Mi Ne Of Lusk |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 50.9 ft. [15.5 m] |
| Total length: | 128.0 ft. [39.0 m] |
| Roadway width between curbs: | 25.6 ft. [7.8 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1997 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 276 [as of 2017] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 92.4 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $3,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Fair | Satisfactory | Good | Good | 276 | 92.4 |
| April 2016 | Fair | Satisfactory | Good | Good | 10 | 100.0 |
| April 2014 | Fair | Fair | Satisfactory | Satisfactory | 10 | 99.0 |
| April 2012 | Fair | Fair | Satisfactory | Satisfactory | 10 | 99.0 |
| April 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 100.0 |
| April 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 100.0 |
| March 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 55 | 100.0 |
| April 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 55 | 100.0 |
| March 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 55 | 100.0 |
| April 2000 | Good | Good | Good | Good | 55 | 100.0 |
| June 1998 | Good | Good | Good | Good | 55 | 100.0 |
© 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/1621175
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1621175