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FAS 352 over ROCK FORK CREEK

Map

Coordinates:
+36.03667, -82.54667
36°02'12" N, 82°32'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 352 over ROCK FORK CREEK
Structure number:86SR0810007
Location:.1 M NE JCT SR81&SR352
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:46.9 ft. [14.3 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1996
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,040 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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: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:90.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodVery GoodGoodVery Good104090.3
November 2016GoodVery GoodGoodVery Good92090.9
December 2014GoodVery GoodGoodVery Good102089.4
January 2013GoodVery GoodGoodVery Good106089.2
January 2011GoodVery GoodGoodVery Good104089.3
February 2009GoodVery GoodGoodVery Good101089.4
February 2007GoodVery GoodGoodVery Good108089.1
April 2005GoodVery GoodGoodVery Good104090.3
March 2003GoodVery GoodGoodVery Good133089.1
February 2001GoodExcellentGoodExcellent111090.0
February 1999GoodExcellentGoodExcellent120089.6
January 1997GoodExcellentGoodExcellent116087.8
March 1995FairFairFairFair125058.8
February 1993FairFairFairFair420048.9
May 1991FairFairFairFair420048.9