FM 1285 over WILHITE CREEK
Map
Coordinates:
+33.47158, -99.0980233°28'18" N, 99°05'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1285 over WILHITE CREEK |
Structure number: | 030120056202012 |
Location: | 1.8 MI S OF SH 114 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 9.5 ft. [2.9 m] |
Total length: | 29.5 ft. [9.0 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: | 1939 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 110 [as of 2013] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 84.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Good | Satisfactory | 110 | 84.2 |
November 2015 | Fair | Good | Good | Satisfactory | 110 | 73.9 |
November 2013 | Fair | Good | Good | Satisfactory | 50 | 88.5 |
November 2011 | Fair | Good | Good | Satisfactory | 60 | 71.1 |
October 2009 | Fair | Good | Good | Satisfactory | 70 | 71.3 |
October 2007 | Fair | Good | Good | Satisfactory | 90 | 76.3 |
October 2005 | Fair | Good | Good | Satisfactory | 90 | 76.3 |
September 2003 | Fair | Good | Good | Satisfactory | 90 | 76.1 |
September 2001 | Fair | - | - | - | 100 | 76.1 |
July 1999 | Good | - | - | - | 90 | 74.1 |
August 1997 | Good | - | - | - | 90 | 75.1 |
August 1995 | Good | - | - | - | 140 | 82.5 |
October 1993 | Good | - | - | - | 90 | 82.5 |
October 1991 | Good | - | - | - | 210 | 82.5 |