County Road 65 over White River
Map
Coordinates:
+40.15383, -108.6999740°09'14" N, 108°41'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Road 65 over White River |
Structure number: | RIOB-065-00.08 |
Location: | 0.1 Mi N of St Hwy 64 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 137.5 ft. [41.9 m] |
Total length: | 143.7 ft. [43.8 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span 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: | 317 [as of 2012] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Good | Satisfactory | 317 | 98.6 |
September 2016 | Fair | Good | Good | Satisfactory | 317 | 98.6 |
September 2014 | Good | Good | Good | Good | 317 | 98.6 |
September 2012 | Good | Good | Good | Good | 317 | 98.6 |
September 2010 | Good | Good | Good | Good | 466 | 98.4 |
September 2008 | Good | Good | Good | Good | 466 | 99.4 |
August 2006 | Good | Good | Good | Good | 490 | 97.4 |
July 2004 | Good | Good | Good | Good | 490 | 97.4 |
October 2002 | Good | Good | Good | Good | 490 | 97.4 |
October 2001 | Good | Good | Good | Good | 317 | 97.6 |
August 1999 | Good | Good | Good | Good | 317 | 95.6 |
July 1997 | Good | Good | Good | Good | 317 | 95.6 |
October 1995 | Good | Good | Good | Good | 288 | 96.6 |
August 1993 | Good | Very Good | Very Good | Very Good | 288 | 96.6 |
September 1991 | Good | Very Good | Very Good | Very Good | 288 | 96.6 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 863 | 827 | 0 | 36 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,220 | 5,180 | 34 | 6 | 0 |
Wearing Surfaces | sq. ft. | 4,745 | 4,745 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 73 | 0 | 73 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 288 | 0 | 277 | 11 | 0 |