CR U over Wolf Creek Tributary
Map
Coordinates:
+36.23482, -100.7130436°14'05" N, 100°42'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR U over Wolf Creek Tributary |
Structure number: | 041790AA0193002 |
Location: | 1.2 Mi E of US 83 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 18.0 ft. [5.5 m] |
Total length: | 37.1 ft. [11.3 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Arch - Deck [11] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 260 [as of 2012] |
Deck condition: | Very Good [8 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 66.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Very Good | Good | Good | 260 | 66.8 |
August 2016 | Good | Good | Good | Good | 260 | 66.5 |
August 2014 | Good | Good | Good | Good | 260 | 66.5 |
August 2012 | Good | Good | Good | Good | 260 | 66.5 |
January 2011 | Fair | Fair | Good | Good | 260 | 65.8 |
January 2009 | Good | Very Good | Good | Good | 260 | 66.8 |
February 2007 | Good | Very Good | Good | Good | 260 | 66.8 |