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FAP 9 over BIG CREEK

Map

Coordinates:
+36.38208, -84.12120
36°22'55" N, 84°07'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 9 over BIG CREEK
Structure number:07SR0090013
Location:IN LAFOLLETTE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:65.9 ft. [20.1 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:84.3 ft. [25.7 m]
Deck width edge-to-edge:101.1 ft. [30.8 m]
Owner:State Highway Agency [01]
Year built:1921
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:22,650 [as of 2017]
Truck traffic:4% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:56.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,684,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Poor4 out of 102265056.7
April 2015Poor4 out of 102258056.7
April 2013FairN out of 102018071.7
May 2011FairN out of 102154071.7
May 2009FairN out of 102025071.7
May 2007FairN out of 102232062.2
May 2005FairN out of 102119063.2
May 2003FairN out of 102020063.2
May 2001PoorN out of 102293049.5
April 1999FairN out of 102067063.2
June 1997FairN out of 102021063.2
April 1995FairN out of 101908063.2
January 1993FairN out of 101681063.2
April 1991FairN out of 101681063.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.1012923490
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1321157100