FM 765 over KICKAPOO CREEK
Map
Coordinates:
+31.39168, -100.0198931°23'30" N, 100°01'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 765 over KICKAPOO CREEK |
Structure number: | 070480087004014 |
Location: | 5.55 MI E OF TOM GREEN CL |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 240.2 ft. [73.2 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 490 [as of 2013] |
Truck traffic: | 13% of total traffic |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Satisfactory | Satisfactory | 490 | 94.3 |
June 2016 | Fair | Good | Satisfactory | Satisfactory | 490 | 94.2 |
June 2014 | Fair | Good | Satisfactory | Satisfactory | 430 | 94.2 |
June 2012 | Fair | Good | Satisfactory | Satisfactory | 430 | 94.2 |
July 2010 | Fair | Good | Satisfactory | Satisfactory | 350 | 95.4 |
June 2008 | Fair | Good | Satisfactory | Good | 490 | 94.3 |
July 2006 | Fair | Good | Satisfactory | Good | 520 | 94.3 |
October 2004 | Fair | Good | Satisfactory | Good | 510 | 90.3 |
September 2002 | Fair | Very Good | Satisfactory | Good | 500 | 91.3 |
November 2000 | Fair | Very Good | Satisfactory | Good | 610 | 90.2 |
September 1998 | Good | Very Good | Good | Good | 400 | 90.4 |
August 1996 | Good | Very Good | Good | Good | 590 | 90.2 |
September 1994 | Good | Very Good | Good | Good | 630 | 91.2 |
June 1992 | Good | Very Good | Good | Good | 500 | 94.7 |
July 1990 | Good | Very Good | Good | Very Good | 480 | 95.7 |