NO DATA ENTERED over BIG BRUSH CREEK
Map
Coordinates:
+40.70336, -109.5961340°42'12" N, 109°35'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NO DATA ENTERED over BIG BRUSH CREEK |
Structure number: | 040102000015280 |
Location: | NO DATA ENTERED |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 31.8 ft. [9.7 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Skew angle: | 10° |
Owner: | U.S. Forest Service [64] |
Year built: | 2011 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 50 |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 85.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Very Good | Very Good | Very Good | 50 | 85.5 |
June 2016 | Good | Very Good | Very Good | Very Good | 50 | 88.5 |
September 2015 | Good | Very Good | Very Good | Very Good | 50 | 85.5 |
June 2013 | Good | Very Good | Very Good | Very Good | 50 | 85.5 |