FAS 6521 over WHITE WILLOW CK
Map
Coordinates:
+44.03658, -101.4871144°02'12" N, 101°29'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 6521 over WHITE WILLOW CK |
Structure number: | 000000028260491 |
Location: | 9 E 0.6 S PHILIP |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 106.0 ft. [32.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 35 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 95.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $4,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Good | 35 | 95.7 |
August 2016 | Fair | Fair | Fair | Satisfactory | 35 | 83.7 |
August 2014 | Fair | Fair | Fair | Satisfactory | 35 | 83.7 |
August 2012 | Fair | Fair | Fair | Satisfactory | 35 | 84.0 |
August 2010 | Fair | Fair | Fair | Satisfactory | 35 | 84.0 |
August 2008 | Fair | Fair | Fair | Satisfactory | 35 | 84.0 |
June 2006 | Fair | Fair | Fair | Satisfactory | 35 | 84.0 |
July 2004 | Poor | Poor | Fair | Satisfactory | 35 | 82.0 |
June 2002 | Fair | Fair | Fair | Good | 35 | 84.0 |
July 2000 | Poor | Poor | Fair | Satisfactory | 35 | 82.0 |
July 1998 | Fair | Satisfactory | Satisfactory | Good | 35 | 96.0 |
July 1996 | Good | Good | Very Good | Good | 35 | 87.5 |
July 1994 | Good | Good | Good | Good | 35 | 88.5 |
July 1992 | Good | Good | Good | Good | 35 | 88.5 |
August 1990 | Good | Very Good | Very Good | Very Good | 35 | 88.5 |