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FAP 63 over PAINT ROCK CR & TN RWY

Map

Coordinates:
+36.40460, -84.45122
36°24'17" N, 84°27'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 63 over PAINT ROCK CR & TN RWY
Structure number:76SR0630007
Location:1.71 MI.E.OF HUNTSVILLE
Purpose:Carries highway over railroad and waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:105.6 ft. [32.2 m]
Total length:518.7 ft. [158.1 m]
Roadway width between curbs:47.6 ft. [14.5 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1983
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Prestressed concrete [5]
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: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,660 [as of 2017]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$467,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactoryFair666067.0
April 2015FairSatisfactorySatisfactorySatisfactory578078.0
April 2013FairSatisfactorySatisfactorySatisfactory552078.0
April 2011FairSatisfactorySatisfactoryGood656078.0
April 2009FairSatisfactorySatisfactoryGood652078.0
April 2007FairSatisfactorySatisfactoryGood698078.0
April 2005FairSatisfactorySatisfactoryGood657080.0
May 2003GoodGoodGoodGood610080.0
May 2001GoodGoodGoodGood589080.0
April 1999GoodGoodGoodGood420080.0
May 1997GoodGoodGoodGood385080.0
March 1995GoodGoodGoodGood410079.1
January 1993GoodGoodGoodGood300079.1
March 1991GoodGoodGoodGood300079.1