FAS 285 over GLADE CREEK
Map
Coordinates:
+35.75993, -85.2659235°45'36" N, 85°15'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 285 over GLADE CREEK |
Structure number: | 88S44600005 |
Location: | AT CUMBERLAND CO. LINE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 131.9 ft. [40.2 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 400 [as of 2017] |
Truck traffic: | 15% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 89.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Satisfactory | Good | 400 | 89.6 |
October 2016 | Good | Good | Very Good | Good | 430 | 90.5 |
January 2015 | Good | Good | Very Good | Good | 410 | 92.5 |
January 2013 | Good | Good | Very Good | Very Good | 460 | 93.5 |
January 2011 | Good | Good | Very Good | Very Good | 450 | 98.8 |
January 2009 | Good | Very Good | Very Good | Very Good | 420 | 98.8 |
January 2007 | Good | Very Good | Very Good | Very Good | 530 | 98.8 |
October 2004 | Good | Very Good | Very Good | Very Good | 360 | 98.9 |
October 2002 | Good | Very Good | Very Good | Very Good | 500 | 99.8 |
October 2000 | Good | Very Good | Very Good | Very Good | 410 | 99.8 |
October 1998 | Good | Very Good | Very Good | Very Good | 440 | 99.8 |
January 1997 | Good | Very Good | Very Good | Very Good | 430 | 98.8 |
August 1994 | Good | Very Good | Very Good | Very Good | 410 | 98.8 |
September 1992 | Good | Very Good | Very Good | Very Good | 360 | 98.9 |
September 1990 | Good | Very Good | Very Good | Very Good | 360 | 98.9 |