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COUNTY ROAD over SAN PITCH RIVER
Map
Coordinates:
+39.62974, -111.44958
39°37'47" N, 111°26'58" W
+39.62974, -111.44958
39°37'47" N, 111°26'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over SAN PITCH RIVER |
| Structure number: | 039030E |
| Location: | 1/2 MILE WEST OF FAIRVIEW |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 25.6 ft. [7.8 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
| Skew angle: | 10° |
| Owner: | County Highway Agency [02] |
| Year built: | 1984 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 94 [as of 2010] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| 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 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 75.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| March 2018 | Good | 8 out of 10 | 94 | 75.9 |
| March 2016 | Good | 8 out of 10 | 94 | 75.9 |
| March 2014 | Good | 7 out of 10 | 94 | 76.4 |
| March 2012 | Good | 7 out of 10 | 94 | 91.1 |
| March 2010 | Good | 7 out of 10 | 94 | 91.1 |
| March 2008 | Good | 7 out of 10 | 75 | 91.3 |
| April 2006 | Good | 7 out of 10 | 75 | 91.3 |
| April 2004 | Good | 7 out of 10 | 75 | 91.3 |
| May 2002 | Good | 7 out of 10 | 75 | 91.3 |
| March 2000 | Good | 7 out of 10 | 75 | 92.3 |
| March 1998 | Good | 7 out of 10 | 75 | 92.3 |
| March 1996 | Good | 7 out of 10 | 75 | 92.3 |
| August 1994 | Good | 7 out of 10 | 75 | 92.4 |
| September 1992 | Good | 7 out of 10 | 50 | 92.6 |
| July 1990 | Good | 8 out of 10 | 50 | 91.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 28 | 27 | 0 | 1 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 56 | 56 | 0 | 0 | 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/1569444
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569444