COUNTY ROAD over WHITE RIVER
Map
Coordinates:
+40.06417, -109.6741940°03'51" N, 109°40'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over WHITE RIVER |
Structure number: | 047032C |
Location: | 2 MILES SOUTH OF OURAY |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 118.8 ft. [36.2 m] |
Total length: | 124.0 ft. [37.8 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1970 |
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: | 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: | Posted for load [P] |
Average daily traffic: | 189 [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: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 44.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 189 | 44.7 |
April 2016 | Fair | Satisfactory | Satisfactory | Good | 189 | 44.7 |
April 2014 | Fair | Satisfactory | Satisfactory | Good | 189 | 37.1 |
April 2012 | Fair | Fair | Satisfactory | Good | 189 | 83.6 |
March 2010 | Fair | Fair | Satisfactory | Good | 189 | 83.6 |
April 2008 | Fair | Fair | Satisfactory | Good | 189 | 83.6 |
July 2006 | Fair | Fair | Satisfactory | Good | 150 | 84.0 |
August 2003 | Fair | Fair | Satisfactory | Good | 150 | 84.0 |
May 2001 | Fair | Fair | Satisfactory | Very Good | 150 | 84.0 |
June 1999 | Fair | Fair | Satisfactory | Very Good | 150 | 78.9 |
August 1997 | Fair | Fair | Satisfactory | Very Good | 150 | 78.9 |
August 1995 | Fair | Fair | Satisfactory | Very Good | 150 | 84.5 |
April 1994 | Fair | Fair | Satisfactory | Very Good | 150 | 84.5 |
March 1992 | Fair | Fair | Satisfactory | Very Good | 100 | 90.2 |
August 1990 | Good | Good | Good | Very Good | 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 |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 479 | 179 | 300 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,296 | 2,496 | 800 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 53 | 49 | 0 | 4 | 0 |
Joints |
Assembly with Seal | each | 53 | 0 | 0 | 26 | 27 |
Bearings |
Movable Bearing | each | 4 | 0 | 4 | 0 | 0 |
Fixed Bearing | each | 4 | 0 | 4 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 248 | 207 | 0 | 41 | 0 |