County Road 102 over Stinking Water Creek
Map
Coordinates:
+40.08719, -108.8562240°05'14" N, 108°51'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | County Road 102 over Stinking Water Creek |
Structure number: | RIOB-102-03.75 |
Location: | 0.3 Mi S of Co Rd 130 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 65.3 ft. [19.9 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 5° |
Owner: | County Highway Agency [02] |
Year built: | 1998 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 381 [as of 2012] |
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: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Good | Good | 381 | 98.5 |
September 2016 | Fair | Satisfactory | Good | Good | 381 | 98.5 |
September 2014 | Good | Good | Good | Good | 381 | 99.5 |
September 2012 | Good | Good | Good | Good | 381 | 99.5 |
September 2010 | Good | Good | Good | Good | 342 | 99.6 |
September 2008 | Good | Good | Very Good | Good | 342 | 99.6 |
August 2006 | Good | Very Good | Very Good | Good | 185 | 99.8 |
July 2004 | Good | Very Good | Good | Good | 185 | 99.8 |
October 2002 | Good | Very Good | Very Good | Very Good | 185 | 99.8 |
October 2001 | Good | Very Good | Very Good | Very Good | 82 | 99.9 |
August 1999 | Good | Very Good | Very Good | Very Good | 82 | 99.9 |
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. | 196 | 196 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,002 | 481 | 1,521 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 62 | 49 | 13 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 130 | 130 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 130 | 130 | 0 | 0 | 0 |