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FAP 111 over CANEY FORK RIVER

Van Buren County, Tennessee

Map

Coordinates:
+35.82100, -85.46077
35°49'16" N, 85°27'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	FAP 111 over CANEY FORK RIVER
Structure number:	88SR1110007
Location:	AT WHITE VAN BUREN CO LI
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	129.9 ft. `[39.6 m]`
Total length:	517.4 ft. `[157.7 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	44.0 ft. `[13.4 m]`
Skew angle:	20°
Owner:	State Highway Agency `[01]`
Year built:	1997
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:	4
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: October 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	5,450 `[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:	Better than present minimum criteria `[7]`
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:	99.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Good	5450	99.7
October 2016	Good	Good	Good	Good	5370	99.8
February 2015	Good	Good	Good	Good	4580	99.8
February 2013	Good	Good	Good	Good	5330	99.8
February 2011	Good	Good	Good	Good	5160	99.8
February 2009	Good	Good	Good	Good	5150	99.8
January 2007	Good	Very Good	Good	Good	4890	99.8
December 2004	Good	Very Good	Good	Good	5190	99.8
November 2002	Good	Very Good	Good	Good	4770	99.8
October 2000	Good	Very Good	Good	Good	4810	99.8
September 1998	Good	Very Good	Good	Good	4290	99.8
January 1997	Fair	Fair	Satisfactory	Fair	3890	64.4
August 1994	Fair	Fair	Satisfactory	Fair	3630	64.7
September 1992	Fair	Fair	Satisfactory	Fair	2920	65.3
September 1990	Fair	Fair	Satisfactory	Fair	2920	65.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	2,542	2,541	0	1	0
Deck
Reinforced Concrete Deck	sq. ft.	22,770	22,766	4	0	0
Substructure
Reinforced Concrete Column	each	3	3	0	0	0
Reinforced Concrete Abutment	linear ft.	97	84	13	0	0
Reinforced Concrete Pier Cap	linear ft.	129	128	1	0	0
Joints
Strip Seal Joint	linear ft.	176	132	26	18	0
Compression Joint	linear ft.	88	51	37	0	0
Bearings
Elastomeric Bearing	each	25	15	7	3	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,035	989	31	15	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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