COUNTY ROAD over MINNIE MAUD CREEK
Map
Coordinates:
+39.77506, -110.5101139°46'30" N, 110°30'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over MINNIE MAUD CREEK |
Structure number: | 007022D |
Location: | 21 MI.NO. SOLDIER CR. JCT |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 44.6 ft. [13.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1955 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 63 [as of 2010] |
Truck traffic: | 80% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry 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: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Good | 63 | 86.8 |
June 2016 | Fair | Satisfactory | Satisfactory | Good | 63 | 85.8 |
June 2014 | Fair | Satisfactory | Satisfactory | Good | 63 | 85.8 |
June 2012 | Fair | Satisfactory | Satisfactory | Good | 63 | 80.4 |
June 2010 | Fair | Fair | Satisfactory | Good | 63 | 79.3 |
June 2008 | Fair | Fair | Satisfactory | Good | 63 | 79.3 |
August 2006 | Fair | Fair | Satisfactory | Good | 50 | 79.5 |
August 2004 | Fair | Fair | Satisfactory | Good | 50 | 79.5 |
August 2002 | Fair | Satisfactory | Satisfactory | Good | 50 | 80.5 |
August 2000 | Fair | Satisfactory | Satisfactory | Good | 50 | 73.9 |
September 1998 | Good | Good | Good | Good | 50 | 73.9 |
August 1996 | Good | Good | Good | Good | 50 | 73.9 |
September 1994 | Good | Good | Good | Good | 50 | 79.0 |
September 1992 | Good | Good | Good | Very Good | 50 | 79.0 |
July 1990 | Good | Good | Good | Very Good | 50 | 79.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 60 | 52 | 8 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 24 | 20 | 3 | 1 | 0 |
Other Material Bridge Rail | linear ft. | 86 | 0 | 86 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,524 | 1,466 | 50 | 8 | 0 |