FM 1065 over QUITAQUE CREEK
Map
Coordinates:
+34.29404, -101.0589134°17'39" N, 101°03'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1065 over QUITAQUE CREEK |
Structure number: | 050780074002002 |
Location: | 5.2 MI N OF FM 97 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 501.0 ft. [152.7 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1982 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 11 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 220 [as of 2013] |
Truck traffic: | 7% of total traffic |
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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 96.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 96.5 |
August 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 96.5 |
August 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 270 | 99.0 |
August 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 340 | 99.0 |
September 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 340 | 100.0 |
September 2007 | Fair | Satisfactory | Good | Satisfactory | 320 | 100.0 |
February 2006 | Fair | Good | Good | Satisfactory | 320 | 99.0 |
February 2004 | Fair | Good | Good | Satisfactory | 300 | 100.0 |
January 2002 | Fair | Good | Good | Satisfactory | 340 | 100.0 |
January 2000 | Fair | Good | Good | Satisfactory | 210 | 100.0 |
September 1995 | Good | Good | Good | Very Good | 360 | 100.0 |
May 1993 | Good | Very Good | Very Good | Good | 300 | 100.0 |
May 1991 | Good | Very Good | Very Good | Good | 280 | 86.6 |