COUNTY ROAD over PETERSON CREEK
Map
Coordinates:
+41.11186, -111.7690741°06'43" N, 111°46'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over PETERSON CREEK |
Structure number: | 029009E |
Location: | NEAR PETERSON |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 27.2 ft. [8.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1955 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,298 [as of 2010] |
Truck traffic: | 4% of total traffic |
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: | 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: | 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: | 71.1 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2018 | Good | 7 out of 10 | 1298 | 71.1 |
May 2016 | Good | 7 out of 10 | 1298 | 71.1 |
May 2014 | Good | 7 out of 10 | 1298 | 74.6 |
May 2012 | Good | 7 out of 10 | 1298 | 78.8 |
May 2010 | Good | 7 out of 10 | 1298 | 78.8 |
May 2008 | Good | 7 out of 10 | 1298 | 78.8 |
August 2006 | Good | 7 out of 10 | 1030 | 79.0 |
June 2004 | Good | 7 out of 10 | 1030 | 79.0 |
July 2002 | Good | 7 out of 10 | 820 | 79.2 |
May 2000 | Good | 7 out of 10 | 820 | 79.2 |
May 1998 | Good | 7 out of 10 | 820 | 79.2 |
July 1996 | Good | 7 out of 10 | 820 | 79.2 |
June 1994 | Good | 7 out of 10 | 810 | 79.4 |
July 1992 | Good | 7 out of 10 | 805 | 79.4 |
June 1990 | Good | 7 out of 10 | 805 | 79.4 |
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. | 30 | 15 | 12 | 3 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 54 | 0 | 54 | 0 | 0 |