6TH STREET over TRANQUITAS CREEK
Map
Coordinates:
+27.52609, -97.8674127°31'34" N, 97°52'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 6TH STREET over TRANQUITAS CREEK |
Structure number: | 161370B00840001 |
Location: | 0.4 MI S OF FM 1898 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 133.9 ft. [40.8 m] |
Roadway width between curbs: | 51.2 ft. [15.6 m] |
Deck width edge-to-edge: | 58.7 ft. [17.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1940 |
Year reconstructed: | 1991 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2011] |
Deck condition: | Satisfactory [6 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: | 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: | 82.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 82.6 |
March 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 81.3 |
March 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 82.3 |
May 2011 | Fair | Satisfactory | Satisfactory | Fair | 1000 | 71.3 |
May 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 82.6 |
April 2007 | Fair | Good | Good | Satisfactory | 1000 | 83.6 |
April 2005 | Fair | Good | Good | Satisfactory | 1000 | 84.6 |
June 2003 | Fair | Good | Good | Satisfactory | 1000 | 84.3 |
August 2001 | Fair | Good | Good | Satisfactory | 1000 | 84.3 |
January 2000 | Fair | Good | Good | Satisfactory | 425 | 88.9 |
December 1997 | Fair | Good | Good | Satisfactory | 400 | 88.9 |
April 1996 | Fair | Good | Good | Satisfactory | 400 | 88.9 |
February 1994 | Fair | Very Good | Good | Satisfactory | 400 | 89.7 |
December 1991 | Good | Very Good | Very Good | Very Good | 400 | 83.6 |