FM 281 over South Palo Duro Creek
Map
Coordinates:
+36.02332, -101.4520736°01'24" N, 101°27'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 281 over South Palo Duro Creek |
Structure number: | 041180079406003 |
Location: | 0.6 MI E OF SH 136 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 210.0 ft. [64.0 m] |
Roadway width between curbs: | 36.4 ft. [11.1 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Year reconstructed: | 1983 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 7 |
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: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 460 [as of 2013] |
Truck traffic: | 43% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 75.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $13,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Satisfactory | Fair | 460 | 75.8 |
November 2015 | Fair | Good | Satisfactory | Satisfactory | 460 | 86.5 |
November 2013 | Fair | Good | Satisfactory | Satisfactory | 510 | 86.5 |
February 2012 | Fair | Good | Satisfactory | Satisfactory | 340 | 86.6 |
February 2010 | Fair | Good | Satisfactory | Satisfactory | 370 | 87.9 |
February 2008 | Fair | Good | Satisfactory | Satisfactory | 350 | 87.9 |
February 2006 | Fair | Good | Satisfactory | Satisfactory | 220 | 91.8 |
February 2004 | Fair | Satisfactory | Satisfactory | Fair | 480 | 82.3 |
March 2003 | Poor | Satisfactory | Satisfactory | Poor | 330 | 58.3 |
February 2002 | Poor | Satisfactory | Satisfactory | Poor | 300 | 58.3 |
February 2000 | Poor | Satisfactory | Satisfactory | Poor | 360 | 58.3 |
April 1998 | Fair | Good | Good | Satisfactory | 330 | 85.5 |
April 1996 | Fair | Very Good | Good | Satisfactory | 330 | 85.5 |
March 1994 | Good | Very Good | Good | Good | 380 | 62.8 |
May 1992 | Good | Very Good | Good | Good | 180 | 76.9 |
April 1990 | Fair | Very Good | Good | Fair | 290 | 61.7 |