CR NE 2060 over Bear Pen Creek
Map
Coordinates:
+33.20955, -95.1920833°12'34" N, 95°11'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR NE 2060 over Bear Pen Creek |
Structure number: | 010810AA0143001 |
Location: | 1.4 MI NE OF CR NE 2100 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 48.9 ft. [14.9 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 30 [as of 2010] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 93.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $50,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Good | Satisfactory | Satisfactory | 30 | 93.0 |
January 2016 | Fair | Good | Satisfactory | Satisfactory | 30 | 93.0 |
February 2014 | Fair | Good | Satisfactory | Satisfactory | 30 | 85.5 |
May 2012 | Fair | Good | Satisfactory | Good | 30 | 93.0 |
April 2010 | Fair | Good | Satisfactory | Satisfactory | 30 | 93.0 |
March 2008 | Fair | Good | Satisfactory | Satisfactory | 30 | 93.0 |
April 2006 | Fair | Good | Satisfactory | Satisfactory | 30 | 93.0 |
April 2004 | Fair | Very Good | Good | Satisfactory | 30 | 93.0 |
March 2002 | Fair | Good | Good | Satisfactory | 30 | 93.0 |
May 2000 | Fair | Good | Good | Satisfactory | 40 | 93.5 |
March 1998 | Fair | Very Good | Good | Satisfactory | 40 | 94.5 |
March 1996 | Good | Very Good | Good | Very Good | 40 | 95.7 |
April 1994 | Poor | Good | Very Good | Serious | 50 | 28.3 |
November 1991 | Poor | Very Good | Very Good | Poor | 50 | 28.3 |