COUNTY ROAD over RECAPTURE CREEK
Map
Coordinates:
+37.55003, -109.4267137°33'00" N, 109°25'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over RECAPTURE CREEK |
Structure number: | 037004C |
Location: | 5 MILES SE. OF BLANDING |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 20.0 ft. [6.1 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Vertical clearance below bridge: | 98.4 ft. [30.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1975 |
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: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 70 [as of 2010] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 69.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Satisfactory | Satisfactory | Poor | 70 | 69.3 |
September 2016 | Poor | Satisfactory | Satisfactory | Poor | 70 | 69.3 |
January 2014 | Poor | Satisfactory | Satisfactory | Poor | 70 | 69.3 |
January 2012 | Poor | Satisfactory | Satisfactory | Serious | 70 | 52.1 |
January 2010 | Poor | Satisfactory | Satisfactory | Serious | 126 | 51.7 |
January 2008 | Poor | Satisfactory | Satisfactory | Serious | 100 | 51.9 |
March 2006 | Poor | Good | Fair | Serious | 100 | 51.9 |
March 2004 | Poor | Good | Fair | Serious | 100 | 51.9 |
February 2000 | Poor | Good | Fair | Serious | 100 | 46.8 |
February 1998 | Poor | Good | Fair | Serious | 100 | 46.8 |
February 1996 | Poor | Good | Satisfactory | Serious | 100 | 51.9 |
March 1994 | Poor | Good | Satisfactory | Serious | 100 | 51.9 |
April 1992 | Poor | Good | Satisfactory | Serious | 50 | 52.3 |
May 1990 | Poor | Good | Satisfactory | Serious | 50 | 52.3 |
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. | 255 | 0 | 255 | 0 | 0 |
Substructure |
Steel Abutment | linear ft. | 57 | 50 | 7 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 561 | 556 | 0 | 5 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 39 | 39 | 0 | 0 | 0 |