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FAP 111 over POST OAK CREEK

Map

Coordinates:
+36.08160, -85.50673
36°04'54" N, 85°30'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 111 over POST OAK CREEK
Structure number:93SR1110014
Location:1 MI S OF PUTNAM CO LN
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:62.0 ft. [18.9 m]
Total length:183.1 ft. [55.8 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1988
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: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,700 [as of 2017]
Truck traffic:19% 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:Equal to present desirable criteria [8]
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:98.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodGoodGoodGood1470098.3
January 2016GoodGoodGoodGood1885098.1
January 2014GoodGoodGoodGood1876099.1
January 2012GoodVery GoodGoodVery Good1679099.2
April 2010GoodVery GoodGoodVery Good1629099.2
April 2008GoodVery GoodGoodVery Good1591099.3
February 2006GoodVery GoodVery GoodVery Good1490099.3
January 2004GoodVery GoodVery GoodVery Good1561099.3
February 2002GoodVery GoodVery GoodVery Good1433099.3
February 2000GoodVery GoodVery GoodVery Good1415099.3
March 1998GoodVery GoodVery GoodVery Good1323098.8
November 1995GoodVery GoodVery GoodVery Good982099.3
September 1993GoodVery GoodVery GoodVery Good920099.3
October 1991GoodVery GoodVery GoodVery Good103097.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,7811,781000
Deck
Reinforced Concrete Decksq. ft.8,0528,052000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.9999000
Steel Pileeach40400
Reinforced Concrete Pier Caplinear ft.9191000
Bearings
Elastomeric Bearingeach2020000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1010000
Reinforced Concrete Bridge Raillinear ft.366358710