COUNTY ROAD over ASHLEY CREEK
Map
Coordinates:
+40.35816, -109.3873940°21'29" N, 109°23'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over ASHLEY CREEK |
Structure number: | 047041C |
Location: | 2.5 MILES SW. OF JENSEN |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 87.6 ft. [26.7 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 2003 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 196 [as of 2010] |
Truck traffic: | 4% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Good | Good | 196 | 99.9 |
April 2016 | Fair | Satisfactory | Good | Good | 196 | 99.9 |
April 2014 | Fair | Satisfactory | Good | Good | 196 | 99.9 |
April 2012 | Good | Good | Good | Good | 196 | 99.9 |
March 2010 | Good | Good | Good | Good | 196 | 99.9 |
April 2008 | Fair | Good | Satisfactory | Good | 196 | 99.9 |
July 2006 | Good | Very Good | Very Good | Very Good | 155 | 99.9 |
August 2004 | Good | Very Good | Very Good | Very Good | 155 | 99.9 |
May 2002 | Poor | Fair | Fair | Poor | 155 | 24.9 |
April 2000 | Poor | Fair | Fair | Poor | 155 | 20.0 |
April 1998 | Poor | Fair | Fair | Poor | 155 | 20.0 |
May 1996 | Fair | Fair | Fair | Fair | 155 | 26.5 |
April 1994 | Fair | Fair | Fair | Fair | 155 | 29.6 |
March 1992 | Fair | Fair | Fair | Fair | 150 | 28.6 |
August 1990 | Fair | Fair | Satisfactory | Good | 150 | 38.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 442 | 442 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,130 | 2,080 | 1,050 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 70 | 68 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 278 | 233 | 45 | 0 | 0 |