Share:

FAS 285 over CANE CREEK

Map

Coordinates:
+35.75375, -85.39370
35°45'13" N, 85°23'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 285 over CANE CREEK
Structure number:88E00090001
Location:1 MI.SOUTH OF WHITE CO.
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:65.0 ft. [19.8 m]
Total length:193.9 ft. [59.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:30°
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:Stringer/Multi-beam or girder [02]
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:Good
Status:Open, no restriction [A]
Average daily traffic:550 [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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:81.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodGoodGood55081.8
October 2016GoodGoodGoodGood54081.8
January 2015GoodGoodGoodGood50083.8
January 2013GoodGoodVery GoodVery Good49083.8
January 2011GoodGoodVery GoodVery Good50083.8
January 2009GoodGoodVery GoodVery Good55083.8
January 2007GoodGoodVery GoodVery Good53083.8
October 2004GoodGoodVery GoodVery Good50083.8
October 2002GoodVery GoodVery GoodVery Good46083.8
October 2000GoodVery GoodVery GoodVery Good41083.8
October 1998GoodVery GoodVery GoodVery Good44083.8
January 1997GoodVery GoodVery GoodVery Good36083.8
August 1994GoodVery GoodVery GoodVery Good36082.8
September 1992GoodVery GoodVery GoodVery Good53081.7
September 1990GoodVery GoodVery GoodVery Good53081.7