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FAS 114 over TENNESSEE RIVER

Hardin County, Tennessee

Map

Coordinates:
+35.40550, -88.05628
35°24'20" N, 88°03'23" W

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Facts

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

Name:	FAS 114 over TENNESSEE RIVER
Structure number:	36SR1140001
Location:	3 MI. S. WAYNE CO. LINE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	525.0 ft. `[160.0 m]`
Total length:	2893.5 ft. `[881.9 m]`
Roadway width between curbs:	47.9 ft. `[14.6 m]`
Deck width edge-to-edge:	49.9 ft. `[15.2 m]`
Vertical clearance below bridge:	49.2 ft. `[15.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1997
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:	Steel continuous `[4]`
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: April 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,180 `[as of 2017]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	85.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Satisfactory	Satisfactory	2180	85.5
June 2016	Fair	Satisfactory	Satisfactory	Satisfactory	1920	86.8
July 2014	Fair	Satisfactory	Satisfactory	Satisfactory	1800	87.4
July 2012	Fair	Satisfactory	Satisfactory	Good	1640	88.3
August 2010	Fair	Satisfactory	Satisfactory	Good	2040	86.2
July 2008	Fair	Satisfactory	Good	Good	1870	87.1
August 2006	Fair	Fair	Good	Good	1850	86.1
October 2004	Fair	Fair	Good	Good	1800	86.3
December 2002	Fair	Fair	Good	Good	1610	87.3
January 2001	Fair	Fair	Very Good	Good	2070	84.9
November 1998	Fair	Fair	Very Good	Good	960	92.7

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
Steel Girder/Beam	linear ft.	6,028	6,028	0	0	0
Prestressed Concrete Girder/Beam	linear ft.	10,130	9,859	241	30	0
Deck
Reinforced Concrete Deck	sq. ft.	145,845	144,845	1,000	0	0
Substructure
Reinforced Concrete Column	each	15	15	0	0	0
Reinforced Concrete Abutment	linear ft.	100	100	0	0	0
Reinforced Concrete Pier Cap	linear ft.	720	720	0	0	0
Joints
Strip Seal Joint	linear ft.	152	152	0	0	0
Bearings
Movable Bearing	each	15	15	0	0	0
Fixed Bearing	each	5	5	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	5,788	5,788	0	0	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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