County Road 5 over White River
Map
Coordinates:
+40.09525, -108.2244440°05'43" N, 108°13'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Road 5 over White River |
Structure number: | RIOB-005-41.85 |
Location: | 100 Ft S of St Hwy 64 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 68.6 ft. [20.9 m] |
Total length: | 137.1 ft. [41.8 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,135 [as of 2012] |
Truck traffic: | 30% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 83.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Good | Good | 1135 | 83.8 |
September 2016 | Fair | Satisfactory | Good | Good | 1135 | 83.8 |
September 2014 | Good | Good | Good | Good | 1135 | 83.8 |
September 2012 | Good | Good | Good | Good | 1135 | 83.8 |
October 2010 | Good | Good | Good | Good | 2007 | 81.6 |
September 2008 | Good | Good | Good | Good | 2007 | 80.6 |
August 2006 | Good | Good | Very Good | Good | 718 | 90.9 |
July 2004 | Good | Good | Very Good | Good | 718 | 90.9 |
October 2002 | Good | Good | Very Good | Good | 162 | 91.9 |
October 2001 | Fair | Good | Good | Satisfactory | 153 | 92.7 |
August 1999 | Fair | Good | Good | Satisfactory | 153 | 92.7 |
July 1997 | Fair | Good | Very Good | Satisfactory | 153 | 92.7 |
October 1995 | Fair | Very Good | Very Good | Satisfactory | 139 | 92.7 |
August 1993 | Fair | Very Good | Very Good | Satisfactory | 139 | 94.7 |
September 1991 | Good | Good | Very Good | Very Good | 139 | 89.8 |
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. | 548 | 466 | 82 | 0 | 0 |
Steel Protective Coating | sq. ft. | 548 | 466 | 0 | 0 | 82 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,192 | 3,996 | 189 | 7 | 0 |
Wearing Surfaces | sq. ft. | 3,850 | 3,850 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 63 | 63 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 63 | 13 | 50 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 274 | 273 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 274 | 274 | 0 | 0 | 0 |