FM 1118 over JABONCILLOS CREEK
Map
Coordinates:
+27.40090, -97.7757027°24'03" N, 97°46'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1118 over JABONCILLOS CREEK |
Structure number: | 161370184502003 |
Location: | 0.8 MI N OF FM 772 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1940 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 260 [as of 2013] |
Truck traffic: | 18% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 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: | 54.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Fair | Fair | Satisfactory | 260 | 54.5 |
July 2016 | Fair | Fair | Fair | Satisfactory | 260 | 54.3 |
July 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 70.0 |
August 2012 | Fair | Fair | Fair | Fair | 200 | 58.9 |
July 2010 | Fair | Good | Fair | Fair | 270 | 55.5 |
June 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 250 | 71.1 |
May 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 64.5 |
March 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 390 | 66.2 |
February 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 67.2 |
February 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 410 | 66.1 |
January 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 410 | 64.1 |
January 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 330 | 64.3 |
November 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 320 | 62.5 |
November 1991 | Fair | Good | Satisfactory | Good | 250 | 66.0 |