CR 335 (OLD 71) over RED GULLEY CREEK
Map
Coordinates:
+30.15894, -97.4971230°09'32" N, 97°29'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 335 (OLD 71) over RED GULLEY CREEK |
Structure number: | 140110AA0335001 |
Location: | 0.3 MI E OF SH 71 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1923 |
Year reconstructed: | 1937 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 500 [as of 2010] |
Deck condition: | Good [7 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 87.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $47,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Good | Good | 500 | 87.7 |
November 2015 | Good | Good | Good | Good | 500 | 87.5 |
November 2013 | Good | Good | Good | Good | 500 | 87.5 |
December 2011 | Good | Very Good | Good | Good | 500 | 87.5 |
December 2009 | Good | Very Good | Good | Good | 80 | 86.5 |
December 2007 | Good | Very Good | Good | Good | 80 | 86.5 |
February 2006 | Good | Very Good | Good | Good | 80 | 86.5 |
March 2004 | Good | Very Good | Good | Good | 61 | 86.2 |
February 2002 | Good | Very Good | Good | Good | 61 | 86.2 |
March 2000 | Fair | Very Good | Good | Satisfactory | 61 | 86.2 |
May 1998 | Good | Very Good | Very Good | Good | 61 | 76.2 |
January 1996 | Good | Very Good | Very Good | Very Good | 50 | 77.9 |
January 1994 | Good | Very Good | Very Good | Very Good | 50 | 87.5 |
January 1992 | Good | Good | Very Good | Good | 30 | 89.5 |