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COUNTY ROAD 16 over TRIB. NORTH BUTTE CREEK
Map
Coordinates:
+37.75666, -102.47464
37°45'24" N, 102°28'29" W
+37.75666, -102.47464
37°45'24" N, 102°28'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD 16 over TRIB. NORTH BUTTE CREEK |
| Structure number: | PR16-15-7.8-78 |
| Location: | 3 MI N OF CR F |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 27.6 ft. [8.4 m] |
| Roadway width between curbs: | 21.3 ft. [6.5 m] |
| Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1935 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Number of main spans: | 2 |
| Main spans material: | Masonry [8] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5 [as of 2014] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 85.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Fair | 5 out of 10 | 5 | 85.0 |
| April 2015 | Fair | 5 out of 10 | 5 | 85.0 |
| April 2013 | Fair | 5 out of 10 | 6 | 85.0 |
| April 2011 | Fair | 5 out of 10 | 6 | 85.0 |
| April 2009 | Fair | 5 out of 10 | 10 | 85.0 |
| March 2007 | Fair | 5 out of 10 | 10 | 85.0 |
| January 2005 | Fair | 5 out of 10 | 10 | 85.0 |
| February 2003 | Fair | 5 out of 10 | 10 | 85.0 |
| May 2001 | Fair | 5 out of 10 | 6 | 85.0 |
| May 1999 | Fair | 5 out of 10 | 6 | 85.0 |
| July 1997 | Good | 7 out of 10 | 6 | 96.0 |
| November 1995 | Good | 7 out of 10 | 7 | 96.0 |
| November 1993 | Good | 7 out of 10 | 7 | 96.0 |
| September 1991 | Good | 7 out of 10 | 7 | 96.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Masonry Culvert | linear ft. | 49 | 0 | 41 | 8 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 55 | 55 | 0 | 0 | 0 |
© Copyright 2012-19, 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/1071297
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1071297