FAS 284 over PINEY CREEK
Map
Coordinates:
+35.62712, -85.4368035°37'38" N, 85°26'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 284 over PINEY CREEK |
Structure number: | 88004180001 |
Location: | 2 MI. EAST OF SR 111 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,030 [as of 2017] |
Truck traffic: | 15% of total traffic |
Deck condition: | Good [7 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: | 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: | 84.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 1030 | 84.0 |
October 2016 | Good | Good | Good | Good | 1100 | 84.0 |
February 2015 | Good | Good | Good | Good | 790 | 84.2 |
February 2013 | Good | Good | Good | Good | 1030 | 84.0 |
February 2011 | Good | Good | Good | Good | 940 | 84.1 |
February 2009 | Good | Good | Good | Good | 890 | 84.1 |
January 2007 | Good | Good | Good | Good | 850 | 85.1 |
October 2004 | Good | Good | Good | Good | 1170 | 84.0 |
October 2002 | Good | Good | Good | Good | 1330 | 83.9 |
October 2000 | Good | Good | Good | Good | 1570 | 83.8 |
October 1998 | Good | Good | Good | Good | 660 | 91.7 |
January 1997 | Good | Good | Good | Good | 1220 | 86.0 |
August 1994 | Good | Good | Good | Good | 880 | 86.1 |
September 1992 | Good | Good | Good | Good | 700 | 93.7 |
September 1990 | Good | Good | Good | Good | 700 | 93.7 |