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FAP 100 over HARPETH RIVER

Map

Coordinates:
+36.05393, -86.92965
36°03'14" N, 86°55'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 100 over HARPETH RIVER
Structure number:19SR1000013
Location:1.4 M SW JCT SR100&SR254
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:140.1 ft. [42.7 m]
Total length:826.2 ft. [251.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1929
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:23,370 [as of 2017]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$12,380,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood2337069.3
April 2015GoodGoodGoodGood2296069.3
April 2013GoodGoodGoodGood2245069.3
April 2011PoorSatisfactoryFairPoor2504049.5
April 2009PoorSatisfactoryFairPoor2126049.5
March 2007FairSatisfactoryFairSatisfactory2393057.3
March 2005FairSatisfactoryFairSatisfactory2263057.3
March 2003FairSatisfactoryFairSatisfactory2382060.3
February 2001FairSatisfactorySatisfactorySatisfactory2090070.3
March 1999FairSatisfactorySatisfactorySatisfactory2179070.3
August 1997FairGoodSatisfactoryGood1050070.3
February 1995GoodVery GoodGoodGood820070.3
March 1993FairFairFairFair800055.7
May 1991PoorSatisfactoryFairPoor750048.5